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6 The Preserve CITY OF CHANHASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952,227,1110 Building Inspections Phone: 952.227.1180 Fax: 952,227,1190 Engineering Phone: 952.227,1160 Fax: 952.227,1170 Finance Phone: 952.227.1140 Fax: 952,227,1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227,1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952,227,1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227,1310 Senior Center Phone: 952.227.1125 Fax: 952,227,1110 Web Site www.ci.chanhassen.mn.us 1.0 MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Kate Aanenson AICP, Community Development Director DATE: May 8, 2006 rJv ./. Z~i The Preserve - Planning Case 06-14 SUBJ: EXECUTIVE SUMMARY The applicant is requesting approval of rezoning of land from A-2 to pun R for a single-family subdivision of 155 lots and 15 Outlots. The application includes a Conditional Use Permit to work within the Bluff Creek Overlay District and alterations with the Flood Plain. ACTION REQUIRED City Council approval requires a majority vote of the City Council. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on April 18, 2006, to review the proposed development. The Planning Commission voted 5-0recornmending approval of the plat. The Commission discussed the look of the garages with the proximity to the street and wanted to include a condition thatthe garage be decorative with window. Since the Planning Commissionmeetil)g,theParkand Recreation Commission met and recommended that the two lotsbeelilninatedinthe area of the internal park to make it a larger. In addition, the 5 lots on theno:tihwest side of the creek be eliminated to provide for a larger storm waterpondandatrail head. Layout of the proposed pond is included in your packet. Mr. Rick Dorsey, representing the "Dorsey property," has hired anEngineerto evaluate the connection to Lyman Boulevard. Mr. Dorsey has requested that a connection from the The Preserve development occur on Lyman Boulevard. Staffs position is that the access to Lyman Boulevard should be on the Dorsey site. Attached is a letter from Jim Benshoof (representing Mr. Dorsey)andemails from the City and County Engineer with their position on this access. Finally, included in the staff report are two other smalllotPUDs in the city, North Bay and Walnut Grove. These lots range from 3,100 square feet to 4,000 square feet. The Preserve lots average 8,000 square feet. The lots will have adequate room for additions to the lot (see lot diagram). The summary and verbatim minutes are item la of the City Council packet The City of Chanhassen · A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play, Todd Gerhardt The Preserve May 8, 2006 Page 2 RECOMMENDA TION Staff recommends adoption of the motion approving subdivision, rezoning, and conditional use permit as specified on pages 18 through 23 of the staff report dated April 18, 2006. ATTACHMENTS 1. Project location and drainage area map. 2. Regional Storm Water Pond. 3. Proposed connection to Lyman Boulevard. 4. Email from Roger Gustafson to Paul Oehme dated April 27, 2006. 5. Memo from Jim Benshoof to Paul Oehme dated April 13, 2006. 6. Lot sizes. 7. Planning Commission Staff Report Dated April 18, 2006. g:\plan\2006 planning cases\06-14 the preserve\executive summary. doc '.".. "',',.'..,'. " " \ ", ,..', ' """, :." , , , ,'. ""'."'" ."", , '. ,..,'" ," "~~ .,'",:, ""';":'..," .'" '.:: ' " "'," ',.;; ,,_:~ " '; .' "~c. .) "'. 'c' .'. '. . ....': ., '. .. . ~ . . . . . ,';}.. .~ '. ,. '.'. '; ...... ~ . .w~.~~.. '. ,',",' ,'" ,C"".. ":., . <"c- --,., "''\'f~ ' "" :' '-? . . " ...> J .... .... . .'. . '. , ....... .'.... " -" . '. ". . , :. ,I. '., '.: . .. e!<u-~! .... ';. r' . . " .... .', : ';>',', I';: .'. .' J. (" t:i:~,h .' j: .: ,.,': . ' ,," ... ' " ':, ' '" ", \. . .. . ' '. /, /', ';.. . . , :~< c6~1. . II :. ./" . ,.' ,: ":' ~ . " .:/;', ~ ..../ J/ r-- . ",:t,,,.,,. ,'/ /' ' :' ~ , ," ".. '.. '. :/. ,j. ) I~. ,..:' .... ,,,', [ '\ I. . ., . . ":~ \. '. . . ," I / '.' J y . .. . . . . '.;';; '. j {I; \ ~ > ( '. " ' : V ~' . n t\ \ " Jj 1)/ .J.~ "L I ''',. ',' ~':-\ ,p;y \ //1/ j. ~ I :;t.-l:~n;b;,~~: . .' , "'':' ""' 1 /; / ~~e ;.1 / oo.,te!;L ~V _~ . ", . . ":' . --/ ~ ''1,\''1/ ~ v' W'l. . </' . . w ~f"'r/fIi;J, tlf3TA -,/ . "'" ..:-...:. '/ V ;/ //~ /'it; ""....1' ~ ". /'r.. ///;6 . - .'. . ..~~v / /' ~ ..... -""".' ;;-." . '. --" '//'.'/ '. J//.. ...~/ /~ . .. -. ':.' , . .: . "'. ./ r/ y ~'. '. ?d~/ . '. . -.... '. '. :/. / .J' / . '0 r, '0/ 'j '--"~ ~""'~r ,/~} , .....~ .......... ..... .... .' ...~ ./;: r-- / 'i/ , ./ :~./':: , . ~c.~ '......; . ..' ..' .... .' ...< :. . '. ....., ., .,', , / /' ~ I . .~. 1 ~".,'J' . ",,$ 1lt"*'il'1I> "''/i.+... .... ... ~'@,~u ~p ~ .. . ~ . . ~ ~: Z 0 ~ 8 I~ ~ II ~ ~2S a.3 Ii J~ ff ~I! il ~~ .~ i ~i' ~~ ~ H .. j / '1:1 :aN 00 '1:10 OCl1 Ul ~~ C':lUl 0> ~~ C':l> ~~ ~~C':l t"~~~ 2:0 1i2"".l 'I:IC':l tll:aJ:!:: o~z ~I!I::~ ~~rLl o~~ From: Roger Gustafson [mailto:rgustafs@co.carver.mn.us] Sent: Thursday, April 27, 20064:57 PM To: Oehme, Paul Cc: Bill Weckman Subject: RE: 2005 MUSA - Future North-South Connector Roadway Intersection with Lyman Boulevard Paul, I have reviewed your emailthat follows and its attachment. Bill Weckman, Assistant County Engineer, has also reviewed your email and has briefed me about his discussion with you about it. Based on my review and the comments of staff, I am in agreement with your opinion regarding the future street intersection location. Roger M. Gustafson, P.E. Carver County Engineer 11360 Highway 212 West Suite 1 Cologne, MN 55322-0300 952-466-5206 (direct) 952-466-5200 (general) 952-466-5223 (office fax) "The unauthorized disclosure or interceptions of e-mail is a federal crime. See 18U.S.CSEC.2517(4). This e-mail is intended only for the use of those whom it is addressed and may contain information which is privileged, confidential and exempt from disclosure under the law. If you have received this e-mail in error, do not distribute or copy it. Return it immediately to the sender with attachments, if any, and notify the sender by telephone." -----Original Message----- From: Oehme, Paul [mailto:poehme@ci.chanhassen.mn.us] Sent: Tuesday, April 25, 2006 8:55 AM To: Roger Gustafson Cc: Aanenson, Kate Subject: 2005 MUSA - Future North-South Connector Roadway Intersection with Lyman Boulevard Good Morning Roger, I would like to receive some feed back from you on a future access points on Lyman in conjunction with the 2005 MUSA area. As you are aware several development plans have been submitted for this area. The City needs to identify a preferred location for the north collector roadway. As I have indicated to you previously the City feels the preferred location for the north collector roadway is opposite the intersection of Sunset Trial. The AUAR for the 2005 MUSA identified the need for a roadway to connect Lyman Boulevard to the future Bluff Creek Boulevard. The AUAR indicated the north-south connector roadway would intersect Lyman Boulevard between Audubon Road and Powers Boulevard. With new developments being proposed in the 2005 MUSA, City staff needs to determine a preferred location for the north collector road at Lyman Blvd. A number of factors were considered to determining the best location for the new collector roadway intersection with Lyman Boulevard. These factors include: ./ Existing topography ./ Site lines and stop site distances ./ Access spacing ./ Existing intersections and driveways on Lyman Blvd. ./ Proposed development plans and potential land use ./ Existing and potential future roadway features along Lyman Boulevard. Based on these factors, intersecting the new connector roadway with Lyman Boulevard at Sunset Trail would be beneficial for a number of reasons. . This intersection location would provide a four-leg intersection at Sunset Trail and eliminate the need for another three-leg (Tee) intersection along Lyman Boulevard. . The intersection location would be approximately 1250 feet from Powers Boulevard and 2150 feet from Audubon Road, therefore providing adequate spacing between both intersections. . Based on a field visit, this intersection location appears to have adequate sight distance along Lyman Boulevard from both directions. The crest of the vertical curve on Lyman Boulevard is located just east of the proposed intersection location. It is anticipated the sight distance to the east could be increased if the crest vertical curve was lengthened at the time Lyman Boulevard is reconstructed. The Dorsey property, on which the north collector would be constructed, is not likely to be developed until 2011. Hopefully Lyman Blvd. would be improved prior to development of this property. . Based on topography south of Lyman Boulevard the location opposite Sunset Trail would be preferred for a north collector road. . The proposed Degler development west of this intersection is not recommended to accommodate a north-south connector roadway based on land use. Also, this development has been submitted to the City for review and a collector roadway through this development is not recommended based on several design restraints. Based on this information, the City's preferred intersection location for the north-south connector roadway is at the Sunset Trail intersection. Please let me know if you have any questions or comments. The Degler development, The Preserve, is scheduled to be considered by the City Council on May 8th. Any feed back from you prior to the meeting would be greatly appreciated. Sincerely, Paul Oehme, P.E. Director of Public Works ICity Engineer City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Ph. # 952-227-1169 Fax. #952-227-1170 Memorandum 1800 Pioneer Creek Center, Maple Plain, MN 55359 Phone: 763-479-4200 Fax: 763-479-4242 Wencl< To: Paul Oehme, City of Chanhassen From: Jim BeDShoor~"'\\ Date: April 13, 2006 Subject: North-South Connector Road in 2005 AUAR Area Wenck File # 1611-04 PURPOSE As you are aware, we have been reviewing plans for development and roadway improvements in the 2005 AUAR area in the context of how these plans relate to future development on properties owned by the Dorsey and Fox families. This memorandum focuses on plans established through the AUAR for a north-south road to connect Lyman Boulevard with the planned east-west collector road. The urgency to address this subject at the present time arises because the City Planning Commission will be addressing proposed plans for the Preserve Development at their meeting on April 18. This proposed development has about 14 mile of frontage on Lyman Boulevard. The current Preserve Development plans do not account for plans prepared by the City's consultant in August 2005, which show the north-south connector being aligned across the eastern portion of the Preserve property, with an intersection on Lyman Boulevard in the northeastern corner of the Preserve property. Considering the preceding points, it is highly important for staff and the Planning Commission to address plans for the north-south connector in conjunction with plans for the Preserve Development. This memorandum is intended to assist the City's considerations relative to the following three aspects of the planned north-south connector: . Location along Lyman Boulevard of the intersection with the north-south connector. . Basic alignment of the north-south connector south of Lyman Boulevard. . Location of the intersection of the north-south connector with the east-west collector, in relationship to the access road for the planned Liberty at Creekside Development. BACKGROUND As further plans are established for the north-south connector, it is important to account for prior studies and plans regarding this roadway. From information we have obtained and reviewed, principal prior steps in planning for this roadway are as follows: a) 2003 AUAR. On pages 2 and 3 of Appendix 5 for the AUAR (Traffic Analysis), the north-south connector road is described in a basic manner through the following sentences: "An east-west collector roadway is proposed to intersect Audubon Road at Butternut Drive and the proposed Powers Boulevard at the southwest-bound TH 212/312 ramp, which will be referred to as the Butternut Collector. A connector Memorandum to Paul Oehme, City of Chanhassen Subject: North-South Connector Road in 2005 AUAR Area Page 2 of 5 April 13, 2006 Road is proposed in the northeast quadrant connecting the Butternut Collector to Lyman Boulevard between Audubon Road and Powers Boulevard." Figure 2 in this document shows the north-south connector intersecting Lyman Boulevard about 1400 feet east of Audubon Road and about 800 feet west of Sunset Trail. b) 2004 Feasibility Report. Page 3 in this report includes the following statements regarding the north-south connector roadway: "the final horizontal and vertical alignment of the roadway will need to be coordinated with the future developers of the project area;.. .. .. The roadway is proposed to be constructed with a two (2) lane section to the City standard 36-foot width for commercial roadways with 12-foot lanes and 6-foot shoulders......It is proposed that an 8-foot wide bituminous trail and a 6-foot wide concrete sidewalk will be constructed along the roadway and that an 80- foot wide right-of-way will be dedicated along the entire length of the roadway to allow for the construction of the sidewalk/trails.. ...We have assumed that this roadway will be built by the developer(s) of the area. No costs for these improvements are included in this report as developers will fund 100% of the associated costs." c) Undated drawing prepared by the Kimley-Homfinn with a sub-title, "Roadway Project Summary." This drawing may be correlated with the 2004 Feasibility Report because it lists roadway projects that are numbered in the same manner as the feasibility report. This drawing shows the north-south connector intersecting Lyman Boulevard at the property line between the Dorsey property and the Preserve Development site, about 1200 feet east of Audubon Road and 1000 feet west of Sunset Trail. d) Drawing prepared by the Kimley-Homfinn entitled, City ofChanhassen 2005 MUS A Area Expansion Improvements, City Project No. 04-05, East- West Collector Roadway. We understand this drawing was included in actions taken by the City Council on August 22, 2005, to approve engineering work for the east-west collector roadway. This drawing shows the north-south connector roadway to be aligned completely across the Preserve Development property. For most of the length, the east right-of-way line would be the property line between the Dorsey and Preserve properties. The intersection on Lyman Boulevard would be just west of the location shown in the drawing referenced in preceding point c). e) Current Proposed Plan for the Preserve Development. Contrary to preceding item d), the current proposed plan for the Preserve Development makes no provisions for the north-south connector roadway. For the portion of this site east of Bluff Creek, the current plan would provide no access on Lyman Boulevard. All access for this development area would be to/from the south (an intersection on the east-west collector road), except for a local street that would "stub" at the Dorsey property line and presumably be extended into the Dorsey property when that property develops. Memorandum to Paul Oehme, City of Chanhassen Subject: North-South Connector Road in 2005 AUAR Area Page 3 of 5 April 13, 2006 FACTORS AFFECTING LOCATION OF INTERSECTION ON LYMAN BOULEVARD As further plans are established regarding the north-south connector, it is important to consider factors that influence where this roadway could intersect Lyman Boulevard. Lyman Boulevard is a County State-Aid Highway, which functions as an A-Minor Arterial and has a current speed limit of 50 mph. Relative to engineering standards for Lyman Boulevard, the two factors that principally affect the location of a future intersection with the north-south connector roadway are as follows: a) Spacing of intersections along Lyman Boulevard. Considering the existing and future characteristics for this roadway, the County's standard is for intersections along Lyman Boulevard to be spaced not more closely than % mile. b) Sight distances. Considering the 50 mph speed limit for Lyman Boulevard, engineering standards published by MnlDOT indicate that intersections sight distances of at least 1,000 feet should be provided. This means that a motorist approaching Lyman Boulevard on the north-south connector should be able to see vehicles on Lyman Boulevard at least 1,000 feet to the east and west. From detailed sight distance measurements we performed, we determined that this minimum 1,000 foot sight distance presently only is available along the frontage of the Preserve site. East of that site, along the frontage of the Dorsey property, the hill that crests near Sunset Trail causes sight distance to/from the east to be less than 1,000 feet. We understand that plans for upgrading Lyman Boulevard likely will include lowering the crest of the hill near Sunset Trail to improve sight distances. However, since no engineering plans yet have been prepared for upgrading Lyman Boulevard, it is uncertain to what extent additional locations on Lyman Boulevard will meet the 1,000 foot minimum sight distance criterion in the future. NEGATIVE CONSEQUENCES IF CURRENT PROPOSED PLAN FOR PRESERVE DEVELOPMENT IS APPROVED ' In our judgment, the following serious negative impacts would occur if the current proposed plan for the Preserve Development were approved: a) Such action would prevent implementation of the plan for the north-south connector as shown in the drawing associated with actions by the City Council on August 22, 2005, to approve engineering work for the east-west collector. As previously stated, the current plans for the Preserve Development include no provisions for the north- south connector. b) Implementation of the north-south connector could not occur until at least 2011. If the current Preserve Development plans were approved, the north-south connector would have to be fully aligned across some portion of the Dorsey property. As we Memorandum to Paul Oehme, City of Chanhassen Subject: North-South Connector Road in 2005 AUAR Area Page 4 of 5 April 13, 2006 understand, this property presently has an Ag Preserve designation, which cannot be changed to allow development and road construction until 2011. c) All the burden regarding right-of-way dedication and construction cost for this roadway would fall to the Dorsey property. In our judgment, this is an extraordinary burden on one property owner, considering the function of this roadway to serve the entire 2005 AUAR area. c) Provision of the roadway in the Preserve plans that would "stub" at the Dorsey property line virtually requires that development plans for the Dorsey property include a street that would connect with this street in the Preserve Development. Such a requirement causes a significant constraint on potential development plans for the Dorsey property. e) Opportunities would be lost to construct an intersection of the north-south connector roadway on Lyman Boulevard where existing sight distances are satisfactory. All remaining locations for a potential intersection have existing sight distances that are less than applicable engineering standards. We understand that planned upgrading of Lyman Boulevard will include sight distance improvements, but the extent of such improvements is uncertain at this time. f) The intersection of the north-south connector with the east-west collector would not be aligned with the planned access road for the Liberty at Creekside Development. Two significant benefits would be achieved if these two roadways intersect the east- west collector at the same location: 1) More convenient access would be provided for residents of the Liberty at Creekside development. These motorists would be able to proceed in a continuous manner across the east-west collector in traveling to/from Lyman Boulevard. 2) Safety and efficiency of traffic operations on the east-west collector would be improved. If the north-south connector were not aligned with the access road for the Liberty at Creekside development, motorists traveling between this development and Lyman Boulevard would have to operate on a portion of the east-west collector. g) A risk would arise for homeowners in the Preserve Development that the north-south connector would be constructed just inside the Dorsey property at its property line with the Preserve Development. If this were to happen, all the lots in the Preserve Development that abut the Dorsey property line would have roads both in the front and rear of their lots. Memorandum to Paul Oehme, City of Chanhassen Subject: North-South Connector Road in 2005 AUAR Area Page 5 of 5 April 13, 2006 RECOMMENDATIONS Considering the major negative consequences pertaining to the planned north-south connector road that would occur if the City approved the current proposed plans for the Preserve Development, we suggest that Planning Commission action on the current proposed Preserve Development plans be deferred in order to accomplish further studies regarding the planned north-south connector road. Three specific items we would suggest be included in such further studies are: a) Potential for this north-south connector road to be aligned through the Preserve Development property to intersect Lyman Boulevard either at the east property line or at another location to the west. b) Potential for the north-south connector to intersect the east-west collector at a location aligned opposite the access road for the planned Liberty at Creekside Development. c) Potential arrangements whereby the costs associated with "over sizing" this road to meet the City's collector standards, as compared to the standards for local streets, are borne by the City, instead of the individual property owner. I welcome any questions or comments you have about the points addressed in this memorandum and look forward to continued communications to seek outcomes for this north-south connector roadway that effectively meet the needs of the City and affected property owners. 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I ' Hennepin County Property Map Property 10 READ IMPORTANT DISCLAIMER INFORMATION Approximate Property Perimeter $205,500.00 Approximate Property Area 5,100 sq.ft. = 0.12 acres Total Tax (2006) $2,417.38 20-028-24-41-0090 Property Address 5916 RUSSELL AVE S MINNEAPOLIS, MN 55410 335 ft. Market Value The data contained on this page is derived from a compilation of records and maps and may contain discrepancies that can ( disclosed by an accurate survey performed by a licensed land surveyor. The perimeter and area (square footage and acres) . approximates and may contain discrepancies. The information on this page should be used for reference purposes only. Hen does not guarantee the accuracy of material herein contained and is not responsible for any misuse or misrepresentation of' information or its derivatives. Provided by Hennepin County Taxpayer Services Department. http://www13.co.hennepin.mn.us/pub Ii cparceIimage/Print. aspx?CMD== INIT &IMA G EUR... 4/28/2006 ~ z < u ~ ~ ~ ~ < < ~ < ~ ~ ~ ~ 00. PC DATE: April 18" 2006 8] CITY OF CHANHASSEN CC DATE: May 8, 2006 REVIEW DEADLINE: May 8, 2006 CASE #: 06-14 BY: AF, KA, TH, ML, JS, ST STAFF REPORT PROPOSAL: Request for Rezoning of property from A-2 to PUD-R; Subdivision of 155 single family lots, 15 outlots, and private streets and public right-of-way; and Conditional Use Permit for alterations within the flood plain and development within the Bluff Creek Overlay District - THE PRESERVE. LOCATION: 1630 Lyman Boulevard APPLICANT: Gayle & Lois Degler 1630 Lyman Boulevard Chanhassen, MN 55317 The Pemtom Land Company 7697 Anagram Drive Eden Prairie, MN 55345 952-937-0716 PRESENT ZONING: Agricultural Estate District, A2 2020 LAND USE PLAN: Residential- Medium Density (net density range 4.0 - 8.0 units/acre) ACREAGE: 79.86 gross acres 31.33 net acres DENSITY: 1.92 units/acre gross; 5 units/acre net SUMMARY OF REQUEST: The applicant is requesting a rezoning to PUD, subdivision and site plan approval to build 155 single family lots with a conditional use permit for development within the Bluff Creek Overlay District as well as grading within the floodplain. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has a relatively high level of discretion in approving rezonings, PUD's, and amendments to PUD's because the City is acting in its legislative or policy making capacity. A rezoning or PUD, and amendment thereto, must be consistent with the City's Comprehensive Plan. The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi judicial decision. The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. The City has limited discretion in approving or denying conditional use permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the City finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi judicial decision. The Preserve Planning Case 06-14 April 18, 2006 Page 2 of 23 PROPOSAL/SUMMARY The property is guided in the Comprehensive Plan for Residential- Medium Density as well as parks and open space over the Bluff Creek corridor. Appropriate zonings for this land use designation include Planned Unit Development - Residential (PUD-R), Mixed Low Density Residential, if twin homes (R4), Mixed Medium Density Residential (R8) or Low and Medium Density Residential (RLM). The applicant is requesting a PUD zoning with a single-family detached housing unit. While this is an applicable use in this zoning district, typically the City has seen the use of attached housing. This will be the first application of single family. The PUD prescribes the standards for development. Staff is recommending approval of the rezoning to PUD as the subdivision with the conditions. BACKGROUND On December 8, 2003, the City approved the 2005 MUSA Alternate Urban Areawide Review (AUAR). This document was intended to review and provide mitigation measures for all development within the 2005 MUSA area. At the time of development review, each property within the 2005 MUSA area is required to reimburse the City for their propositional share, based on the land area, of the costs for completion of the AUAR. This property is responsible for $15,776 as its portion of the 2005 AUAR. Below is a breakdown of the residential land uses and the number of housing units approved under the AUAR: ' Property Net # units units/acres Degler Dean 40.0 nfa Desder Gavle 30.0 240.0 8.0 Dorsey 30.0 240.0 8.0 Fox, Jeff 21.0 168.0 8.0 Fox Family 38.0 304.0 8.0 Town Country #2 30.0 135.0 4.5 Town Country #1 79.0 450.0 5.7 Peterson, Sever 42.0 120.0 2.9 Park 20.0 nfa Laurent 17.0 nfa 347.0 1,657.0 6.4 AUAR Assumption 350 1,584 The Preserve Planning Case 06-14 April 18, 2006 Page 3 of 23 The next table is a summary of the developments in the 2005 MUSA that have recently been approved. Development Gross Acres Net Acres Net Densitv Total units Liberty on Bluff Creek 91.02 39.51 11.24 444 Liberty at Creekside 36.01 13.54 10.64 146 Pioneer Pass 120 28.11 2.88 81 The Preserve 80 31.33 4.55 155 Total 112.49 AV2.7.32 Total 826 Based on the AUAR there is an additional potential 758 housing units available. APPLICABLE REGUA TIONS Chapter 18, Subdivisions (18-57 Streets) Chapter 20, Article IV, Conditional Use Permits Chapter 20, Article V, Floodplain Overlay District Chapter 20, Article vn, Planned Unit Development District Chapter 20, Article XXXI, Bluff Creek Overlay District REZONING The applicant is requesting to rezone approximately 80 acres from A2 to PUD-R, Planned Unit Development-Residential. The project consists of 155 single-family homes. The review criteria are taken from the intent section of the PUD Ordinance. Section 20-501. Intent Planned unit developments offer enhanced flexibility to develop a site through the relaxation of most normal zoning district standards. The use of the PUD in this instance is to permit density clustering for development within the Bluff Creek Overlay District. The use of the PUD zoning also allows for an internal transfer of density. In exchange for this enhanced flexibility, the City has the expectation that the development plan will result in a significantly higher quality and more sensitive proposal than would have been the case with the other more standard zoning districts. The proposed development provides a compatible development with the surrounding development and preserves the Bluff Creek corridor subject to the recommended modifications to the plan. The proposed rezoning assists in the furtherance of the following land use goals of the City of Chanhassen Comprehensive Plan: . Development will be encouraged within the MUSA line. . The plan should seek to establish sufficient land to provide a full range of housing opportuni ties. . The City will seek opportunities to provide transitions between different uses of different types. The Preserve Planning Case 06-14 April 18, 2006 Page 4 of 23 . Development should be phased in accordance with the ability of the City to provide services. The proposed rezoning assists in the furtherance of the following housing goals of the City of Chanhassen Comprehensive Plan: . A balanced housing supply with housing available for people of all income levels. . A variety of housing types for people in all stages of the life-cycle. . Housing development that respects the natural environment of the community while striving to accommodate the need for a variety of housing types and costs. Staff is proposing the following development standards govern the development of the property: DEVELOPMENT DESIGN STANDARDS Sec. 20-508. Standards and guidelines for single-family attached or cluster-home PUDs. (a) Generally. Single-family attached, cluster, zero lot line, townhouses and similar type dwelling types may be allowed on sites designed for low, medium or high density residential uses by the City of Chanhassen Comprehensive Plan. (b) Minimum lot sizes. There shall be no minimum lot size; however, in no case shall net density exceed guidelines established by the City comprehensive plan. (c) Setback standards/structures and parking: (1) PUD exterior: 50 feet. (2) Interior public right-of-way: 30 feet. * *The 30-foot front yard setback may be waived by the City Council when it is demonstrated that environmental protection will be enhanced. In these instances, a minimum front yard setback of 20 feet shall be maintained. (3) Other setbacks: Established by PUD agreement. (d) Protection and preservation of natural features. The applicant must demonstrate that the flexibility provided by the PUD is used to protect and preserve natural features such as tree stands, wetlands, ponds, and scenic views. These areas are to be permanently protected as public or private tracts or protected by permanently recorded easements. (e) Landscaping plan. An overall landscaping plan is required. The plan shall contain the following: (1) Boulevard plantings. Located in front yards shall require a mix of over-story trees and other plantings consistent with the site. Landscaped berms shall be provided to screen the site from major roadways, railroads and more intensive land uses. In place of mass grading for building The Preserve Planning Case 06-14 April 18, 2006 Page 5 of 23 pads and roads, stone or decorative blocks retaining walls shall be employed as required to preserve mature trees and the site's natural topography. (2) Exterior landscaping and double-fronted lots. Landscaped berms shall be provided to buffer the site and lots from major roadways, railroads, and more intensive uses. Similar measures shall be provided for double-fronted lots. Where necessary to accommodate this landscaping, additional lot depth may be required. (3) Foundation and yard plantings. A minimum budget for foundation plants shall be established and approved by the City. As each parcel is developed in the PUD, the builder shall be required to install plant materials meeting or exceeding the required budget prior to issuance of certificate of occupancy or provide financial guarantees acceptable to the City. (4) Tree preservation. Tree preservation is a primary goal of the PUD. A detailed tree survey should be prepared during the design of the PUD and the plans should be developed to maximize tree preservation. (f) Architectural standards. The applicant should demonstrate that the PUD will provide for a high level of architectural design and building materials. While this requirement is not intended to minimize design flexibility, a set of architectural standards should be prepared for City approval. The primary purpose of this section is to assure the City that high quality design will be employed and that home construction can take place without variances or impact to adjoining lots. The PUD agreement should include the following: (1) Standards for exterior architectural treatments. (2) Prohibition against freestanding garages may be required by the City when it is felt that unattached garages will be difficult to accommodate due to small lot sizes. If an attached garage is to be converted to living space at some time in the future, the applicant will have to demonstrate that there is sufficient room to accommodate a two-car garage without variances to obtain a permit. (3) Guidelines regulating the placement of air conditioners, dog kennels, storage buildings, and other accessory uses that could potentially impact adjoining parcels due to small lot sizes. Lyman Boulevard Exterior Eastern (Perimeter) Setback Front Yard garage side Required Standard 50 feet 50 feet Proposed Standards 50 feet 50 feet (creek on west) Side Yard 30 feet may be reduced to 20 feet 30 feet may be reduced to 20 feet Established by PUD 25 feet Front Yard on corner lots 20 feet 5/10 feet minimum 15 between units The Preserve Planning Case 06-14 April 18, 2006 Page 6 of 23 Rear Yard Hard Surface Coverage * Required Standard Established by PUD 30 % averaged over the entire site 16.5 feet and 40 feet Proposed Standards 15 feet 30 % averaged over the entire site 16.5 feet and 40 feet Wetland: Buffer and buffer setback Bluff Creek Primary zone boundary Minimum lot size Public street 40 feet with the first 20 feet as buffer none 60 foot right of way 31 foot paved back to back 40 foot right of way 24 paved 40 feet with the first 20 feet as buffer Average 8,000 square feet 60 foot right of way 32 foot paved 40 foot right of way 28 paved surface Private street * The entire development, including the public and private streets and Outlots, may not exceed 30 percent hard coverage. Individual lots will exceed the 30 percent site coverage. SUBDIVISION REVIEW The plat proposed 155 lots. The subdivision will be built in phases with the first phase adjacent to the new collector road, Bluff Creek Boulevard. There is a combination of public and private streets. All of the lots abut either the public or private streets. The lots meet all of the standards of the PUD. There is no minimum lot size although the average lot size is 8,000 square feet. The developer proposes six to ten home styles with three different options for each style (see attachments). The homes range in size from the smallest at 35' x 55' to the largest at 40' x 56'. There is room for additions, three-season porches or decks of approximately 600 square feet. The association should establish bylaws and covenants for regulating the placement of air conditioners, dog kennels, storage buildings, fences and other accessory uses that could potentially impact adjoining parcels due to small lot sizes as prescribed in the PUD ordinance. Two changes to the plat that the staff is recommending is the elimination of lots in two areas. Lots 1 and 2, Block 2 need to be eliminated to provide a larger private park. Based on the number of dwelling units and the PUD requirement for greater amenities, the park should have better visibility and be larger. The other area where lots should be eliminated is the area north of the Creek (Lots 1 through 5, Block 1). The majority ofthe lots are in the flood plain and are adjacent to the City's lift station which emits odors. Staff is proposing a trail head for the creek and a pond to handle additional runoff from the widening of Bluff Creek. The trail crossing in this area should provide the best access to the proposed trail on the north side of Lyman Boulevard to provide access to the future school. EXISTING CONDITIONS The site contains a small wetland on the east side and several along Bluff Creek on the west side. The central portion of the site is generally the highest and the slopes along the north and east The Preserve Planning Case 06-14 April 18, 2006 Page 7 of 23 sides of the property are moderate; slopes along the west and south sides of the property are steeper. Lift Station #24 is in the northwest corner of the property and partially lies within a drainage and utility easement. Upon final approval of The Preserve, this lift station will be within a platted outlot that will be deeded to the City. The overhead power lines along the south side of Lyman Boulevard will remain. EASEMENTS AND RIGHT -OF - WAY The existing drainage and utility easement that Lift Station #24 partially lies within must be vacated and filed after final plat approval. This easement will not be necessary since the lift station will lie within an outlot that will be deeded to the City. Staff will process the easement vacation with the final plat. The existing 100-foot wide (measured from the centerline of Lyman Boulevard) drainage and utility easement along the eastern 650 feet of the property will remain. This easement was granted to the Preeburgs and Dorseys in 1979 for underground drainage tile. The "Existing Conditions" plan must be revised to show the drainage and utility easement that was granted to the City and contain trunk sanitary sewer and watermain. Outlots containing public utilities - watermain, sanitary sewer and storm sewer that conveys runoff from a public street - must have blanket drainage and utility easements over the outlot. Private utilities (e.g. storm sewer that only conveys runoff from a private street) within outlots shall be owned and maintained by the association. The preliminary plat includes a 60-foot wide south one-half right-of-way for Lyman Boulevard/CSAH 18. Prior to City Council consideration of the final plat, the applicant must provide documentation indicating that the proposed right-of-way for Lyman Boulevard meets Carver County's requirement. Public streets will be within a 60-foot wide right-of-way. GRADING AND DRAINAGE The grading plan must identify the existing and proposed 100-year floodplain. Due to the anticipated timing of the final plat with respect to the timing of formal approvals from FEMA, the proposed lots that are within the current floodplain may be preliminary platted subject to FEMA approval of the LOMR. These lots cannot be final platted until the LOMR is approved. Any grading within the floodplain will require a conditional use permit. The grading plan identifies five ponds within The Preserve; all proposed ponds outlet to Bluff Creek. Pond 1 lies in the northeast corner of the plat and will treat runoff from the northeast portion of the plat. Pond 2 is proposed on the northern portion of the property, east of Bluff Creek and will treat runoff from the north-central portion of the plat. The Preserve Planning Case 06-14 April 18, 2006 Page 8 of 23 Pond 3 lies in the northwest portion of the plat and will treat runoff from the five units west of Bluff Creek. The City may acquire additional ponding capacity for Pond 3 for a portion of Lyman Boulevard and to meet the regional ponding needs. These details will be finalized prior to final plat consideration. Pond 4 is proposed in the southwest corner of the plat. Pond 4 will treat runoff from the portion of the development that lies within 1200 feet north of Bluff Creek Boulevard and "Wetland A" on the east side of the property. Pond 5 lies south of Bluff Creek Boulevard, east of Bluff Creek. This pond is being constructed with the City's 2005 MUSA streets and utilities project and was designed to treat some runoff from this development. The developer's engineer has been working with Kimley Horn, the City's consultant for the 2005 MUSA project, to ensure that discharge to Pond 5 from the development is within Kimley Horn's design criteria. The storm sewer configuration will change slightly due to the proposed site plan changes. Catch basins on each side of all public streets must be no more than 300 feet apart. The proposed outlet for Wetland A must lie along the edge of the wetland. The storm sewer from Pond 1 must outlet to the wetland north of Pond 2 in order to maintain hydrology to the wetland. Storm sewer within Street J must be rerouted through the sideyards within Block 3 and outlet to Pond 2. The developer has submitted hydrology calculations for the proposed development for the proposed site for staff review. Hydraulic calculations must be submitted with the final plat submittals. All buildings must be demolished before site grading commences. A detailed grading plan review will be completed when the final, 50-scale grading plans are submitted. The legend on the final grading plan must identify the lowest floor elevation. Storm Water Management The outlet pipe for Wetland A is proposed to extend into the wetland. The applicant must demonstrate that the outlet pipe installation and elevation will not impact the wetland. The emergency overflow (EOF) elevation and route for Wetland A are unacceptable. The existing overflow for this wetland is to the west and then to the north, outletting in the approximate location of Wetlands 1 and 4. The current overflow elevation is approximately 823.4. As proposed, the wetland would need to get to an elevation of 927.5 to overflow into Street A. In that event, the homes on adjacent to Wetland A would likely have water in their basements. The plans must be revised to provide a lower EOF and a path to the west for excess water that will not threaten proposed structures. The Preserve Planning Case 06-14 April 18, 2006 Page 9 of 23 The EOF path for Pond 1 around the end of Street J, immediately south of Lyman Boulevard, is not acceptable. The path should be revised to provide a more direct EOF route from Pond 1 to Wetland 4. The proposed sanitary sewer and storm sewer outlet in the vicinity of Pond 2 must be revised to ensure: 1. The runoff from the outlet will not compromise the integrity of the sanitary sewer; and 2. The sanitary sewer is not located below the normal water level (NWL) of Pond 2. The outfall from Pond 3 should not outlet upslope of the proposed trail. It is unclear why Pond 4 is designed to avoid impacts to the non-wetland drainageway that leads to Bluff Creek. The applicant should clarify this avoidance and, if possible, redesign the pond to provide additional storage and treatment in lieu of avoiding the drainageway. Storm water from the southeast corner of the site and the East-West Collector drains to Pond 5. Pond 5 must be constructed prior to the construction of all areas draining to it. Easements Drainage and utility easements (minimum 20 feet in width) should be provided over all existing wetlands, wetland mitigation areas, buffer areas used as PVC and storm water ponds. Erosion and Sediment Control A Storm Water Pollution Prevention Plan (SWPPP) is needed for the development and must be completed prior to applying for the NPDES permit. It is recommended the SWPPP be submitted to the City and SWCD for review prior to final approval. Stable emergency overflows (EOF) are required for all ponds. The EOF could consist of riprap and geotextile fabric or a turf re-enforcement mat (a permanent erosion control blanket). A standard detail should be shown on the plans. Energy dissipation shall be provided for all inlets and outlets. Blocks 17, 18, 19,20 show details ofthe storm sewer going to Pond 5. Details will be needed for a stable outlet and temporary sediment pond location for that area. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tvpe of Slope Steeper than 3:1 10:1 to 3:1 Flatter than 10: 1 Time 7 days 14 days 21 days (Maximum time an area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, The Preserve Planning Case 06-14 April 18, 2006 Page 10 of 23 storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as-needed. The applicant should be proactive in addressing potential run-on problems in the vicinity of the extreme southeast corner of the property. This would potentially involve vertically tracking equipment up and down the graded faces of the slope to increase roughness and prevent rilling. Similar practices should be used behind the homes along the central part of Outlot A. The plans should be revised to show all slope grades longer than 75 feet being broken up. Curbside inlet control details should be provided. Wimco-type inlet controls should be used and installed within 24 hours of installation of inlets. Also, there are several off road catch basins proposed on the site that will also need inlet controls, details are also needed for these. Typical building lot controls should be shown on the plan in a standard detail. These controls should include perimeter controls (silt fence), rock driveways, street sweeping, inlet control and temporary mulch after final grade and prior to issuing the Certificate of Occupancy. The proposed storm water ponds should be used as temporary sediment basins during mass grading. The pond should be excavated prior to disturbing up gradient areas. Plans should show the routing of water to the temporary basins, (Ponds 2, 4, 5) especially with the steep slopes and the proposed ponds below the hill. Diversion berms/ditches may be needed to divert water to the pond, and temporary pond outlets are needed. The outlet could be a temporary perforated standpipe and rock cone. An outlet detail for the temporary basins should be provided. Surface Water Management Fees Water Quality Fees Because of the impervious surface associated with this development, the water quality fees for this proposed development are based on medium density residential development rates of $1 ,600/acre. Based on the proposed developed area of approximately 40.46 acres, the water quality fees associated with this project are $64,736. Water Quantity Fees The SWMP has established a connection charge for the different land uses based on an average citywide rate for the installation of water quantity systems. This cost includes land acquisition, proposed SWMP culverts, open channels, and storm water ponding areas for runoff storage. Medium density residential developments have a connection charge of $4,400 per developable acre. This results in a water quantity fee of approximately $178,024 for the proposed development. SWMP Credits This project proposes the construction of four NURP ponds. The applicant will be credited for water quality where NURP basins are provided to treat runoff. This will be determined upon review of the ponding and storm sewer calculations. Credits may also be applied to the applicant's SWMP fees for the provision of outlet structures. The applicant will not be assessed The Preserve Planning Case 06-14 April 18, 2006 Page 11 of 23 for areas that are dedicated to the City for ponding, parks, wetlands, or right-of-way for county roads or local arterial roadways. No credit will be given for temporary pond areas. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $242,760. Other Agencies The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley-Purgatory-Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase IT Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. RET AINING WALLS The plans identify a proposed retaining wall on the south side of Outlot B. The final grading plan must show the top and bottom of wall elevations. Any retaining wall four feet high or taller requires a building permit and must be designed by an Engineer registered in the State of Minnesota. UTILITIES The plan shows lateral sanitary sewer and watermain extending from the trunk utilities constructed with the 2005 MUSA project. Due to maintenance difficulty and infiltration potential, the lateral sanitary sewer west of Block 3 must be located away from the stormwater ponds so that an OSHA safe trench can be excavated. One option would be to extend the sanitary sewer along the south side of Lyman Boulevard to the sanitary sewer that will serve Block 1. The developer must work with staff to find the preferred alignment prior to City Council consideration of the final plat. The plan must be revised to show an 18-inch diameter watermain on the south side of Lyman Boulevard to the east property line. Installation of this trunk watermain negates the need for the 8-inch lateral between the northern edge of Outlot D to the existing trunk watermain. The developer will be reimbursed the cost difference between an 8-inch lateral and the 18-inch trunk watermain. The developer's engineer must submit a separate cost estimate for this watermain oversizing with the final plat submittals. To the maximum extent practicable, the trail along the east side of Bluff Creek must be within close proximity of the manholes for the existing trunk sanitary sewer. The lowest floor elevation of each unit must be shown on the utility plan. The existing well and septic system must be properly removed and abandoned during site grading and utility installation. The Preserve Planning Case 06-14 April 18, 2006 Page 12 of23 The developer's share of the cost to prepare the 2005 MUSA AUAR is $15,776, which must be paid in cash with the final plat. The property has been assessed for the 2005 MUSA roads and water, and for Highway 101/Lyman BoulevardlHighway 312/Highway 212. The principal and interest are deferred until the property is platted. The current principal and interest amounts are $310,999.03 and $162,976.08, respectively. These assessments can be paid with the final plat, or re-assessed to the lots and outlots for future development. If the developer elects to re-assess, a security must be issued prior to recording the plat for the outstanding principal and interest. The developer will be responsible for extending lateral sewer and water service to the lots, therefore the sanitary sewer and water connection charges will be waived. Each new lot is subject to the sanitary sewer and water hookup charges. These fees are collected with the building permit and are based on the rates in effect at the time of building permit application. The party applying for the building permit is responsible for payment of these fees. STREETS The City will construct Bluff Creek Boulevard Improvements to serve the development in conjunction with public improvement project No. 06-05. The property within the plat will be specially assessed for this project. The City will include language in the development contract for The Preserve stating that the developer and fee owner waive any and all procedural and substantive objections to the project and the assessments. The development is subject to the arterial collector fee, which must be paid in cash with the final plat at the rate in effect at the final plat. The 2006 fee is $2,400.00/developable acre. The developer proposes to construct four, 31-foot wide public streets within the development. Street A will extend north from Bluff Creek Boulevard and will terminate in a cul-de-sac on the north side of the development. Streets E and H will extend west from Street A and intersect approximately 600 feet west of Street A. Street H will extend to the east when the Dorsey property develops. Street M will extend south from Lyman Boulevard and will be extended to the west when the Dean and Lois Degler property to the west develops. The developer proposes to construct several 28-foot wide private streets within outlots to serve the remainder of the development. Streets F and K must extend past Lot 6, Block 13 and Lot 1, Block 17, respectively to provide adequate space for a vehicle to back out of the driveway and turn into the street. Curbs on public streets will be high-back; curbs on private streets will be surmountable. The developer proposes to construct five-foot wide concrete sidewalks throughout the development along public and private streets. Staff recommends that the sidewalk along the The Preserve Planning Case 06-14 April 18, 2006 Page 13 of 23 north side of Street H between Street A and Street I, and along the north side of Street E be eliminated. Sidewalks adjacent to private streets and within privately owned outlots can be used by the public. WETLANDS Existing Wetlands Seven aglurban wetlands exist on-site. Houston Engineering delineated the wetlands in May 2005. Wetland 1 is a 0.2 acre, Type 2 wetland located in the north central portion of the property. The wetland is dominated by reed canary grass. No wetland impact is proposed for this basin. Wetland 2 is a 0.12 acre, Type 2 wetland located in the northwest portion of the property. The wetland is dominated by reed canary grass. No wetland impact is proposed for this basin. Wetland 3 is a 0.25 acre, Type 2 wetland located in the north central portion of the property. The wetland is located in a plowed field, so no vegetation was present. No wetland impact is proposed for this basin. Wetland 4 is a 0.3 acre, Type 2 wetland located in the north central portion of the property. The wetland is dominated by reed canary grass. No wetland impact is proposed for this basin; however, the hydrology for this basin appears to be reduced from pre-development to post- development conditions. The applicant should revise the plan design to ensure adequate hydrology in the post-development condition. Wetland 5 is a 8.95 acre, Type 3 wetland located along the west central and southwest parts of the property. The wetland is dominated by reed canary grass. No wetland impact is proposed for this basin in conjunction with this project; however, this basin is proposed to be impacted by the construction of the City's East-West Collector. Wetland 6 is a Type 2 wetland located in the south central portion of the property. The wetland is dominated by reed canary grass and black willow. No wetland impact is proposed for this basin in conjunction with this project; however, this basin is proposed to be impacted by the construction of the City's East-West Collector. Wetland-A (Wetland 7 in the delineation report) is a 1.65 acre, Type 2 wetland located in the east central portion of the property. The wetland is dominated by smart weed and reed canary grass. The western portion of the basin has been repeatedly tilled and was planted with corn. No wetland impact is proposed for this basin; however, an adjoining property owner has questioned whether all or part of the basin is exempt under the Minnesota Wetland Conservation Act (WCA). If the applicant wishes to pursue an exemption, the applicant will need to furnish information to substantiate the exemption request. Even if impacts would be exempt from WCA, they may not be exempt from the requirements of the Army Corps of Engineers. The emergency The Preserve Planning Case 06-14 April 18, 2006 Page 14 of 23 overflow (EOF) elevation and route for this basin are unacceptable (see Storm Water Management section below). A wetland buffer with a minimum width of 16.5 feet must be maintained around all wetlands and wetland mitigation areas. Wetland buffer areas should be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. All structures must maintain a setback of at least 40 feet from the wetland buffer edge. Wetland Replacement Because no wetland impacts are proposed in conjunction with this project, no wetland mitigation is required. However, the applicant has shown two proposed wetland mitigation areas within the project area. These mitigation areas will be designed and constructed by the City in conjunction with the East-West Collector project. BLUFFS The applicant has evaluated the site for areas meeting the City's bluff criteria (i.e., slope greater than or equal to 30% and a rise in slope of at least 25 feet above the toe). No areas existing on this site meet the bluff criteria. BLUFF CREEK OVERLAY DISTRICT The City of Chanhassen established the Bluff Creek Overlay District by ordinance in 1998 to protect the Bluff Creek Corridor, wetlands, bluffs and significant stands of mature trees through the use of careful site design and other low-impact practices. This parcel is partially encumbered by the Bluff Creek Overlay District. Bluff Creek runs through the western portion of this property. All structures should maintain a 50-foot setback from the ordinary high water level of Bluff Creek. All structures must maintain a minimum 40-foot setback from the primary corridor. No alterations are allowed within the primary corridor or within the first 20 feet of the setback from the primary corridor. The 50-foot setback, primary corridor boundary, 40-foot structure setback and 20-foot grading setback should be shown on the plans. The applicant has not provided details for the proposed trail crossing of Bluff Creek. Minnesota Department of Natural Resources (DNR) permits must be obtained for all creek crossings. In addition, the trail alignment should be revised to cross Bluff Creek in the same location as the sanitary sewer crossing. Immediately south of the creek crossing, the trail intersection should be redesigned to avoid impact to the trees. In order to enhance the land within the Bluff Creek primary corridor, the applicant may undertake a wetland restoration of Wetlands 1,2,3,4 and 5. The restoration should include a vegetation management plan that addresses reed canary grass eradication and the establishment of native, non-invasive plants within the basin. Any proposed activities within these basins would require a wetland alteration permit. The Preserve Planning Case 06-14 April 18, 2006 Page 15 of 23 LANDSCAPING AND TREE PRESERVATION The applicant for The Preserve development has submitted tree canopy coverage and preservation calculations. Wooded areas within wetlands and the Bluff Creek Overlay District primary zone have been not been included in the canopy coverage calculations. The calculations are as follows: Total upland area (excluding wetlands and Bcon) Baseline canopy coverage Minimum canopy coverage allowed Proposed tree preservation 59.1 ac. 3.8 % or 2.2 ac. 20% or 11.8 ac. .2% or.l ac. Developer does not meet minimum canopy coverage allowed; therefore the difference between the baseline and proposed tree preservation is multiplied by 1.2 to calculate the required replacement plantings. Difference in canopy coverage Multiplier Total replacement Total number of trees to be planted 2.1 ac. 1.2 2.5 ac. or 109,771 SF 101 trees In addition, the applicant must increase canopy coverage to meet the minimum thirty percent required. The calculations are follows: Total reforestation area (11.8 -2.2 ac.) Required canopy coverage (one tree provides 1,089 SF of canopy) 9.6 ac. or 418,176 SF 384 trees The total number of trees required for the development is 485. Applicant has proposed a total of 509 trees. Additional landscaping required for the development includes buffer yard plantings along the east south collector road. The following table summarizes the minimum requirements: Collector road, north side - bufferyard B, 850' 25' width Collector road, south side - bufferyard B, 300' 25' width Required 9 overs tory 17 understory 34 shrubs 3 overstory 6 understory 12 shrubs Proposed 9 overstory 57 understory no shrubs 4 overstory 24 understory no shrubs Applicant meets minimum requirements for the trees required within the bufferyard landscaping. No shrubs have been included in the landscape plan, but the large number of evergreens will be more effective at providing screening from the collector road than shrubs. The Preserve Planning Case 06-14 April 18, 2006 Page 16 of 23 Staff recommends that buffer plantings also be added to the east property line. These plantings are not required but would provide a buffer from the future development to the east. By installing the plantings now, the buffer could become established prior to any changes to the east. A conservation easement should be recorded over the Bluff Creek Overlay District primary zone. The developer should work with staff to develop and install appropriate markers at lot lines to demarcate the primary zone. The applicant should submit a plan for the re-vegetation of any areas of grading within Outlot A. The plan should incorporate native plants and be consistent with the City's Bluff Creek Natural Resources Management Plan Appendix C. Special attention should be paid to areas with steep slopes (greater than 3:1). Staff recommends that the Hill Prairie planting list be used for the restoration. PARKS AND RECREATION This item is scheduled to appear before the Park and Recreation Commission on April 25, 2006. The final recommendation will be forwarded to the City Council after the Park and Recreation Commission meeting. TRAILS The development includes the construction of a significant section ofthe City's comprehensive trail system along Bluff Creek as the public amenity. The applicant will also construct "connector" trails from their housing development to access the Bluff Creek trail. The applicant will be reimbursed for the material costs associated with the public trail only. As the creek trail moves north it will cross the creek near the location of the City's lift station. The Park and Recreation Director is recommending a trail head at this location including a parking lot and a rest/view area. Staff is also proposing to utilize this area for stormwater ponding needs associated with future road projects. PARKS Approximately half of The Preserve neighborhood is within the one-half mile park service area of a 4-acre public park proposed to be constructed in the Pioneer Pass neighborhood. The northerly half of the proposed Preserve PUD would not be located within the one-half mile service area of the Pioneer Pass Park. As a part of the community identity for the PUD, an association park should be located in Outlot H. In order to increase the viability of this open space feature and the overall PUD, staff is recommending that Lots 1 and 2, Block 11 be removed and the resulting space incorporated into the amenity area. Update from the April 25, 2006 Commission meeting. The Park & Recreation Commission recommends the City Council require the following conditions of approval concerning parks and trails for The Preserve PUD: The Preserve Planning Case 06-14 April 18,2006 Page 17 of 23 1. The payment of full park dedication fees at the rate in force upon final plat approval in lieu of parkland dedication. Note: A percentage of park fees may be credited as a portion of any future compensation for the acquisition of developable lands in the area currently depicted as Lot 1. 2. The applicant shall provide all design, engineering, construction and testing services required of the "Bluff Creek Trail." All construction documents shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of each phase of construction. The trail shall be 10 feet in width, surfaced with bituminous material and constructed to meet all city specifications. The applicant shall be reimbursed for the actual cost of construction materials for the Bluff Creek Trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials utilized in its construction. 3. Outlot H be enlarged through the addition of the land area currently depicted as Lots 1 and 2, Block 11. The resulting property to be utilized as a private association operated recreational and open space site. 4. Outlots A, B, Land H be conveyed to the city as public property by warranty deed. FIRE MARSHAL In order to comply with the Chanhassen Fire Department/Fire Prevention division, the following are the fire code or City ordinance/policy requirements. The plan review is based on the available information submitted at this time. If additional plans or changes are submitted, the appropriate code or policy items will be addressed. 1. A lO-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City ordinance #9-1. 2. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. 3. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota State Fire Code Section 501.4. 4. Fire apparatus access roads shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3. The Preserve Planning Case 06-14 April 18, 2006 Page 18 of 23 5. Submit proposed street names to Chanhassen Building Official and Chanhassen Fire Marshal for review and approval. 6. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 7. An additional fire hydrant will be required to be located at the intersection of Block 18, Lot 16. BUILDING COMMENTS The Building Official has reviewed the proposed project and offers the following recommendations for conditions of approval: 1. The developer must submit a list of proposed street names for review and approval prior to final plat of the property. 2. Demolition permits must be obtained before demolishing any structures on the site. 3. A final grading plan and soils report must be to the Inspections Division before permits can be issued. 4. Retaining walls over four feet high require a permit and must be designed by a professional engmeer. 5. Each lot must be provided with separate sewer and water services. 6. The developer and or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. RECOMMENDATION Staff recommends that the Planning Commission adopt the following motion and the attached findings of fact: "The Planning Commission recommends approval of the Rezoning of the land within the Plat for The Preserve from Agricultural Estate District, A2, to Planned Unit Development-Residential, PUD-R; approval of a Conditional Use Permit to permit development within the Bluff Creek Overlay District and alterations within the flood plain; and approval of the Preliminary Plat for ''The Preserve" creating 155 lots, 15 outlots and right-of-way for public streets, plans prepared by Westwood Professional Services, Inc., dated 3-17-06 subject to the following conditions: 1. The drainage and utility easement over the northern portion of Lift Station #24 must be vacated and filed upon final approval of the final plat. The Preserve Planning Case 06-14 April 18, 2006 Page 19 of 23 2. The "Existing Conditions" plan must be revised to show the drainage and utility easement that was granted to the City and contain trunk sanitary sewer and watermain. 3. Prior to City Council consideration of the final plat, the applicant must provide documentation indicating that the proposed right-of-way for Lyman Boulevard meets Carver County's requirement. 4. The grading plan must identify the existing and proposed 100-year floodplain. 5. Due to the anticipated timing of the final plat with respect to the timing of formal approvals from FEMA, the proposed lots that are within the current floodplain may be preliminary platted subject to FEMA approval of the LOMR. 6. Any grading within the floodplain will require a Conditional Use Permit. 7. Catch basins on each side of all public streets must be no more than 300 feet apart. 8. The proposed outlet for Wetland A must lie along the edge of the wetland. 9. The storm sewer from Pond 1 must outlet to the wetland north of Pond 2 in order to maintain hydrology to the wetland. 10. Storm sewer within Street J must be rerouted through the sideyards within Block 3 and outlet to Pond 2. 11. Hydraulic calculations must be submitted with the final plat submittals. 12. The legend on the final grading plan must identify the lowest floor elevation. 13. All buildings must be demolished before the second phase site grading commences. 14. The final grading plan must show the top and bottom of wall elevations. 15. Any retaining wall four feet high or taller requires a building permit and must be designed by an Engineer registered in the State of Minnesota. 16. The developer must work with staff to find the preferred sanitary sewer alignment west of Block 3 prior to City Council consideration of the final plat. 17. The plan must be revised to show an 18-inch diameter watermain on the south side of Lyman Boulevard to the east property line. 18. The developer's engineer must submit a separate cost estimate for the watermain oversizing along Lyman Boulevard with the final plat submittals. The Preserve Planning Case 06-14 April 18, 2006 Page 20 of 23 19. To the maximum extent practicable, the trail along the east side of Bluff Creek must be within close proximity of the manholes for the existing trunk sanitary sewer. 20. The lowest floor elevation of each unit must be shown on the utility plan. 21. The existing well and septic system must be properly removed and abandoned during site grading and utility installation. 22. The developer must pay $15,776 in cash with the final plat for the pro-rated cost for the preparation of the 2005 MUSA ADAR. 23.The outstanding assessments - $310,999.03 for 2005 MDSA roads and water, and $162,976.08 for Highway 101/Lyman Boulevard/Highway 312/Highway 212 must be paid with the final plat or reassessed to the lots and outlots for future development. 24. Each new lot is subject to the sanitary sewer and water hookup charges. These fees are collected with the building permit and are based on the rates in effect at the time of building permit application. The party applying for the building permit is responsible for payment of these fees. 25. The City will construct Bluff Creek Boulevard Improvements to serve the development in conjunction with public improvement project No. 06-05. The property within the plat will be specially assessed for this project. 26. The development is subject to the arterial collector fee, which must be paid in cash with the final plat. 27. Streets F and K must extend past Lot 6, Block 13 and Lot 1, Block 17, respectively to provide adequate space for a vehicle to back out of the driveway and turn into the street. 28. Curbs on public streets will be high-back; curbs on private streets will be surmountable. 29. The sidewalk along the north side of Street H between Street A and Street I, and along the north side of Street E must be eliminated. 30. Sidewalks adjacent to private streets and within privately owned outlots can be used by the public. 31. The applicant will work with staff to discuss eliminating Lots 1 and 2 Block 11, and Lots 1 through 5, Block 1. 32. The applicant shall revise the plan design to ensure adequate hydrology for Wetland 4 in the post-development condition. 33. If the applicant wishes to pursue an exemption for impact to Wetland A, the applicant shall furnish information to substantiate the exemption request. The applicant is advised that, even The Preserve Planning Case 06-14 April 18, 2006 Page 21 of 23 if impacts would be exempt from WCA, they may not be exempt from the requirements of the Army Corps of Engineers. 34. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all wetlands and wetland mitigation areas. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. All structures shall maintain a setback of at least 40 feet from the wetland buffer edge. 35. All structures shall maintain a 50-foot setback from the ordinary high water level of Bluff Creek. All structures shall maintain a minimum 40-foot setback from the primary corridor. No alterations shall occur within the primary corridor or within the first 20 feet of the setback from the primary corridor. The 50-foot setback, primary corridor boundary, 40-foot structure setback and 20-foot grading setback shall be shown on the plans. 36. The applicant shall provide details for the proposed trail crossing of Bluff Creek. Minnesota Department of Natural Resources (DNR) permits shall be obtained for all creek crossings. In addition, the trail alignment shall be revised to cross Bluff Creek in the same location as the sanitary sewer crossing. Immediately south of the creek crossing, the trail intersection shall be redesigned to avoid impact to the trees. 37. The plans shall be revised to provide a lower EOF for Wetland A and a path to the west for excess water that will not threaten proposed structures. 38. The EOF path for Pond 1 shall be revised to provide a more direct EOF route from Pond 1 to Wetland 4. 39. The proposed sanitary sewer and storm sewer outlet in the vicinity of Pond 2 shall be revised to ensure: 1. The runoff from the outlet will not compromise the integrity of the sanitary sewer; and 2. The sanitary sewer is not located below the normal water level (NWL) of Pond 2. 40. The outfall from Pond 3 shall not outlet upslope of the proposed trail. 41. The applicant shall clarify the avoidance of the drainageway to be preserved during the construction of Pond 4 and, if possible, redesign the pond to provide additional storage and treatment in lieu of avoiding the drainageway. 42. Pond 5 shall be constructed prior to the construction of all the areas that drain to it. 43. Drainage and utility easements (minimum 20 feet in width) shall be provided over all existing wetlands, wetland mitigation areas, buffer areas used as PVC and storm water ponds. 44. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: The Preserve Planning Case 06-14 April 18, 2006 Page 22 of 23 TYlJe of Slope Steeper than 3: 1 10:1 to 3:1 Flatter than 10: 1 Time 7 days 14 days 21 days (Maximum time an area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 45. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as-needed. 46. The applicant shall be proactive in addressing potential run-on problems in the vicinity of the extreme southeast comer of the property. This would potentially involve vertically tracking equipment up and down the graded faces of the slope to increase roughness and prevent rilling. Similar practices shall be used behind the homes along the central part of Outlot A. 47. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $242,760. 48. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley-Purgatory-Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase IT Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 49. The applicant shall demonstrate that the outlet pipe installation and elevation will not impact the wetland. 50. If recommended by the Park and Recreation Commission, park fees shall be paid as per City ordinance at the rate of final platting. 51. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limits. 52. A walk-through inspection of the silt/tree preservation fence shall be required prior to construction. 53. No burning permits shall be issued for tree removal. All trees removed on site shall be chipped and used on site or hauled off. 54. A turf plan shall be submitted to the City indicating the location of sod and seeding areas. 55. Buffer plantings shall be installed along the east property line in the rear yards of Lots 7 through 16, Block 3 and Lots 1 through 5, Block 10. The Preserve Planning Case 06-14 April 18,2006 Page 23 of 23 56. Applicant shall remove Emerald Queen Norway maple from the planting schedule. The applicant shall substitute another species with approval from the City. 57. A conservation easement shall be recorded over Outlot A. 58. The developer shall work with staff to develop and install appropriate markers at lot lines to demarcate the primary zone. 59. The applicant shall submit a plan for the revegetation of any areas of grading within Outlot A. The plan shall incorporate native plants and be consistent with the City's Bluff Creek Natural Resources Management Plan Appendix C. Special attention should be paid to areas with steep slopes (greater than 3: 1). Staff recomrilends that the Hill Prairie planting list be used for the restoration. 60. The payment of full park dedication fees at the rate in force upon final plat approval in lieu of parkland dedication. Note: A percentage of park fees may be credited as a portion of any future compensation for the acquisition of developable lands in the area currently depicted as Lot 1. 61. The applicant shall provide all design, engineering, construction and testing services required of the "Bluff Creek Trail." All construction documents shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of each phase of construction. The trail shall be 10 feet in width, surfaced with bituminous material and constructed to meet all city specifications. The applicant shall be reimbursed for the actual cost of construction materials for the Bluff Creek Trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials utilized in its construction. 62. Outlot H be enlarged through the addition of the land area currently depicted as Lots 1 and 2, Block 11. The resulting property to be utilized as a private association operated recreational and open space site. 63. Outlots A, B, Land H be conveyed to the city as public property by warranty deed." ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Copy Preliminary Plat. 4. Reduced Copy Site Plan. 5. Affidavit of Mailing. 6. House Plans. g:\plan\2006 planning cases\06-14 the preserve\staff report preliminary pud.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION INRE: Application The Pemton Land Company: Request for Rezoning of property from A-2 to PUD-R; Subdivision of 155 single-family lots, 15 outlots, and private streets and public right-of-way; Conditional Use Permit for alterations within the flood plain and development within the Bluff Creek Overlay District. The property is located at 1630 Lyman Boulevard - THE PRESERVE On April 18, 2006, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application The Pemton Land Company for a subdivision. The Planning Commission conducted a public hearing on the proposed Planned Unit Development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Agricultural Estate District, A2. 2. The property is guided in the Land Use Plan for Residential- Low or Medium Density uses. 3. The legal description of the property is: The East Half of the South Quarter of Section 22, Township 116, Range 23, According to the Government Survey thereof, Carver County, Minnesota. Abstract Property. 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse affects of the proposed amendment. The six (6) affects and our findings regarding them are: a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. b) The proposed use is or will be compatible with the present and future land uses of the area. c) The proposed use conforms with all performance standards contained in the Zoning Ordinance. 1 d) The proposed use will riot tend to or actually depreciate the area in which it is proposed. e) The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. f) Traffic generation by the proposed use is within capabilities of streets serving the property. 5. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse effects of the proposed subdivision. The seven (7) effects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; e. The proposed subdivision will not cause significant adverse environmental damage; f. The proposed subdivision will not conflict with easements of record; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: (1) Lack of adequate storm water drainage. (2) Lack of adequate roads. (3) Lack of adequate sanitary sewer systems. (4) Lack of adequate off-site public improvements or support systems. 6. When approving a conditional use permit, the City must determine the capability of a proposed development with existing and proposed uses. The general issuance standards of the conditional use Section 20-232, include the following 12 items: a. The proposed development will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. 2 b. The proposed development will be consistent with the objectives of the city's comprehensive plan and this chapter. c. The proposed development will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. The proposed development will not be hazardous or disturbing to existing or planned neighboring uses. e. The proposed development will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. f. The proposed development will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. The proposed development will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. 1. The proposed development will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. J. The proposed development will be aesthetically compatible with the area. k. The proposed development will not depreciate surrounding property values. 1. The proposed development will meet standards prescribed for certain uses as provided in Chapter 20, Articles IV, V and VI of the Chanhassen City Code. 7. The planning report #06-14 dated March 18,2006, prepared by Kate Aanenson, et aI, is incorporated herein. 3 RECOMMENDA TION The Planning Commission recommends that the City Council approve Rezoning of property from A-2 to PUD-R; Subdivision of 155 single-family lots, 15 outlots, and private streets and public right-of-way; Conditional Use Permit for alterations within the flood plain and development within the Bluff Creek Overlay District - THE PRESERVE. ADOPTED by the Chanhassen Planning Commission this 17th day of April, 2006. CHANHASSEN PLANNING COMMISSION BY: Its Chairman g:\plan\2006 planning cases\06-14 the preserve\findings of fact and recommendation.doc 4 Planning Case No. 0 (0 - IL{. CITY OF CHANHASSEN 7700 Market Boulevard - P.O. Box 147 Chanhassen, MN 55317.-.; (952) 227"-1100 CITY OF CHANHASSEN RECEIVED DEVELOPMENT REVIEW APPLICATION MAR 1 7 2006 CHANHASSEN PLANNING DEPT PLEASE PRINT Applicant Name and Address: n-e Pentan Lard CoTpany 7697 Anaqram Dr. Eden Prairie, MN 55344 Contact: Dan Cook Phone: 952-937-0716 Fax: 952-937-efJ35 Email: dancook@pemtom.com Owner Name and Address: Gayle and Lois Degler 1630 Lyman Blvd. Chanhassen. MN 55317 Contact: Gay' e or I ois negl er Phone: 952-Lt48-3685 Fax: Email: NOTE: Consultation with City staff is reauired prior to submittal, including review of development plans Comprehensive Plan Amendment Temporary Sales Permit / $425 Conditional Use Permit (CUP) Vacation of Right-of-Way/Easements (VAG) Interim Use Permit (IUP) Variance (VAR) Non-conforming Use Permit / $750 Planned Unit Development* Wetland Alteration Permit (WAP) Zoning Appeal Rezoning Zoning Ordinance Amendment Sign Permits Sign Plan R~view $2CD Notification Sign - $200 (City to install and remove) ~2840 Site Plan Review (SPR)* .5CO+ 15/Ulit 156x15 ~s w for Filing Fees/Attorney Cost** 50 UP/SPRlVACNARlWAP/Metes & Bounds - 0 Minor SUB TOTAL FEE $ 7,155 x I $2940 Subdivision* 8JJ + 15/Ulit 156x15 An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. *Sixteen (16) full-size folded copies of the plans must be submitted, including an 8%" X 11" reduced copy for each plan sheet along with a diaital COPY)f1 TIFF-Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED " . .. '. PROJECT NAME: The Preserve LOCATION: 1630 Lvman Boulevard LEGAL DESCRIPTION: See Attached TOTAL ACREAGE: 79.8 WETLANDS PRESENT: PRESENT ZONING: Rural X YES NO REQUESTED ZONING: PUD, Medium Density Res. PRESENT LAND USE DESIGNATION: MD Residential REQUESTED LAND USE DESIGNATION: MD Residential REASON FOR REQUEST: . Subdivision for 156 Single Family Lots This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed/to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. ~~ .natu of Ap. .Icant ~~~~J~ .>> ,~~ o/'{'" ~ D6te 3-t'-ofp Date SCANNED G:\pLAN\forms\Development Review Application.DOC Rev. 12/05 i I ~ i ~ ~ ~ L> " " Ii \ \\ \ J --", ,r' I ~ [ t'"" o ... ~ Iii' ~ )/ I I H -,2' [lO ~! ~~ f e ;l ~ ~ $Il,...t-I :tS'i!. t e ~ If.? ~~~ ~; " ~ "" ~!2!:2 ~ <i' ii ~ ~ ~ ~~ l t f ~~ f ~ ~ ~ d~ i ~ f ~ ~ '" i :-- - '" ~~ ~"" ~ - ~~ 8: , . ~tR ~ ~ qf~~~~~i'~~ . :a: q ~ f:t i ~ io! i ~" ~ ~ ~ -Q:,g 0::0 E~ ;;~ - ~ II ~ 1'. ~ ~ t ~rt:~ii2 jo! U ~ !! ~ q.g l'Iit ~ ~i ~i ~ i ~~ ..~ Ii \0 g.t ~D i ~ ~~ ~ g i ~~ to ; ~ ~~ i ~ ~ it go 2 ~ l'i ~ ~ ~ ~ " t ~! ~ "'- --.ll, --~ \10 20'/251 I : I :~I . 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I J i if ~ ~ ~ f ~ ~ if Iii I~ - ~ ] '< ............. rJ Ilj I~r ~ ~ ~ rl I r!1 , ~ ~ I~ ~J ............. mt f I f I 3::.... 52 li ?~. ~ = <;1Q:J:tp ;: ~ g ~i ~ ~ ,~~ ~ U;f ~~~w~~~ ~~;!2~~ g~~:~ ["" :t~~:;:~~ ~~-rg:<i{: -t1~t ~ ~~~i~~~ ~R:~5"[~ ~:;~.~h~ s"!:::.., ~ a-~ q-l !:j."~;.~ g~?,~'~~ ~t ~~ l~ ~ )( ~ 0.- 8,- ~ & a ~ ~ r .. ~ I;j "d"d ~~ S' ~ CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on April 6, 2006 the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for The Preserve - Planning Case 06-14 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me this fnfV\ day of Af'ri\ ,2006. ~JJl~ ~,~ - I) ........ Notaty.-f'Ublic I ,~ KIM T. MEUWISSEN i Notary Public-Minnesota My Commission Expires Jan 31. 2010 . 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Cil 00 162. ~~? 5' g :e - ::r - (JJ ::rO<1l 0' -. 5 W ::::J 0 0 CD 00. _....-+ CD a. ....... ..... a; co -- - = 0 = C I>> - (I) ~ -l 3' (I) r o o I>> - o' ::::l "'tI ~ o 'l:J o III I>> r"'tl~ o ~ 00 a. -g == o'~ g ::::l '< ::::l .. =-t a:::E _::r ::rl>> (1)- s::J: (I) I>> (I)'l:J _'l:J -'(1) ::::l ::::l CRill 00 o e 3 (I) 3~ (I) 0 ::::l ::::l (jjlll ..~ o ::r I>> ::::l ::r I>> III :gz ::::l 0 - "'tI-. -0 I>> (I) ::::l 0 ::::l_ S' "'tI cee og; 00 3:J: 3 (I) -'1>> III ~ III -. -'::::l Oce ::::l s: (I) (I) - S' ea Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one, This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only, The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features, If errors or discrepancies are found please contact 952-227-1107, The preceding disclaimer is provided pursuant to Minnesota Statutes ~466.03, Subd, 21 (2000), and the user of this map acknowledges that the City shall not be liabie for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided, Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data iocated in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only, The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features, If errors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes ~466,03, Subd, 21 (2000), and the user of this map acknowiedges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided, WILLIAM J & VICKY L GOERS 1601 LYMAN BLVD CHANHASSEN , MN 55317 -9402 RONALD W & CAROL M ENTINGER 8851 AUDUBON RD CHANHASSEN , MN 55317 -9407 DENNIS & RUTH CHADDERDON 8900 AUDUBON RD CHANHASSEN. MN 55317 -8412 TIMOTHY C BOYCE & TANA I ERICKSON 8941 AUDUBON RD CHANHASSEN , MN 55317 -8412 BARRY L & SUZANNE L L1BENGOOD 8950 AUDUBON RD CHANHASSEN. MN 55317 -8412 CHARLES E JR & PATRICIA HANSEN 1561 LYMAN BLVD CHANHASSEN , MN 55317 -9403 JEFFREY S & LEE ANN FRANZ 8950 SUNSET TRL CHANHASSEN . MN 55317 -9100 GAYLE 0 & LOIS J DEGLER TRUSTEES OF TRUSTS 1630 LYMAN BLVD CHANHASSEN , MN 55317 -9402 DORSEY & DORSEY C/O RICK DORSEY 14215 GREEN VIEW CT EDEN PRAIRIE. MN 55346 -3042 FOX PROPERTIES LP 27990 SMITHTOWN RD EXCELSIOR, MN 55331 -7911 PETERSON-JACQUES FARM LAND CO C/O SEVERIN H PETERSON JR 15900 FLYING CLOUD DR EDEN PRAIRIE, MN 55347 -4047 NDI MINNESOTA LLC C/O HOVSTONE PROPERTIES MN LLC 7615 SMETANA LN SUITE 160 EDEN PRAIRIE. MN 55346 -4700 AURORAINVESTMENTSLLC 5215 EDINA INDUST BLVD SUITE 100 MINNEAPOLIS. MN 55439 -3023 DEAN & LOIS DEGLER TRUSTEE OF TRUST 9111 AUDUBON RD CHANHASSEN , MN 55317 -9412 Public Hearing Notification Area (500 feet) The Preserve 1630 Lyman Boulevard Planning Case No. 06-14 City of Chanhassen THE ALPINE ,Ai., ELEVATION F -STONE OPTION SHOWN ELEVATION G E LEV A T ION A - BRICK OPTION SHOWN ry1and.ct)~tn Hans, prices, specifications subject to change without notice. See Sales Counselor for details. ~,~~ SCANNED ~ THE CALDWELL ELEVATION F - STONE OPTION SHOWN E LEV A T ION A - BRICK OPTION SHOWN ELEVATION G nylqnd.co1t1 Plans, prices, specificltions subject to change without notice. See Sales Counselor for retails. ~.~~ THE HOLMDEL ELEVATION F E LEV A T ION E - STONE OPTION SHOvVN E LEV A T ION G - STONE OPTION SHOvVN ~~ ly1and~com Hans, prices, specifications subject to change without notice. See Sales Counselor for details. =~ THE PENNINGTON ELEVATION E ELEVATION G ELEVATION F ryland.,c 02JI1. Plans, prices, specifications subject to change without nonce. See Sales Counselor for details. RYlAND (5) ~:::;.= , ..,,~, ; I , ..~. n , ..!:>. t ,. J~/~}t "'t l' ,'\> ',',~'+. '{ !f"'~ . , ,'. I'" ~'('t, ~ 'fl,," .' ~. : :?~1,~~!~{!~~':;'{-~ ,-,":t- ;; '" " _t . .... .') :!;.'," ~ 1 : ' · .: .:::-, ~A :t:...~',..,:$. . '~ " j'~..:~_~1ill~~" ~}.::~~~~~~~i~,:: J',~ ':,,::,:..':}~;".~: ' ~ ,y~.,., ~..~,. .. . . ii I.' :' ~ ~ ~ ... ~ . " , . '" III ..' '" .. -~" .. . .. ' , ., I';. .' .<: '~..k;':#.:."'-;"',':.;~,~" ,::".)~:" --..,. "'", ;' "i.F THE RUTHERFORD ~~--~ -.... - ELEVATION H ELEVATION F ELEVATION G -STONE OPTlO/\! SH01;VN IP ~ 1 n ?t,~ TeD r~ .... -.,;..u II; U ..., _.....1 ~ Hans. prices, specificnias subject to change without nonce. See Sales Counselor for details. ~.~@ '~ ' " . :;J~~'i"~tl~ :fi;.;~tf~1~t~}{~,~.:.'.1:\[~if! i~~{.';".,:~t;;\,~~.~~,~.:: ~". ~~[~~j~~~';~:':.;~l~I~~~~~: . ~'; . ,":"';::>::~;;:"?i:~'___ P~u II . ., ~ .. .:" ... " -. ~ ; " i.~:"'~ ~ <I;lo(' .r.~;" ..~.' "It5~~ 0;. , ''5'~' \'~ ., ' .P ....---------... -...- s: ~ . THE SUMMIT ... .........-...... ELEVATION E STONE OPTION SHOWN ELEVATION A ELEVATION OfTION SHOWN F - BRICK ryhu~(l~~!om Plans, prices, specifimtions subject to change without notice. See Sales Counselor for details. RYlAND ~ @ ).. ',,""1 _ }~ ~ ' ' r ~ ;.'~' ,!',>.\;-i~.tJ" .,', ',~, ," . :':'.~~~,{:r;:<~:'<i~'+ ;. :-t: "",..,;,...Itll~fii . . .' ,. . H 5 . ~. ~ " .. II . ,., . ~ . ,. ~ .,,, . " , . 10 , . .. f .. ... t ~... ' of.. ! ~""i-;j ~ .' )~~~:~~~~~i~~)r.:::$f:J __ ~i~~::.:;~:~~: 'i: "~~ ~ - . - 'l'p~,':.:tzt~" .' ~" : ~.. I. rn~1J' flj0 ~~. , ~,~'tf.~'/ . , . ;- l ~L, f.\.S1 tL. 7:t> .~ . r~ .,4.~~":'::"l'"' "'H"''<:'" .... ....'" :.,":....".~i;;: .''"~f~._~.. ~;n;j{~)*~J~~!~:..;,;'. ,,:ur~r~~,:b'~:,., .~!.~,....;r,."t.7~:..':.:.~..:' ~ ~ {:: ,~:~~>l"":'~":"":"J'-'~~.""~'Y ~ ',' '........ " " . . - ~ . .;;;;;.i;; .. - JI'~;;::: . i-~" ~ --'"";j""""'to-- ~J.: .. .~ ~ :...."0 ~~~~~: : : . '~ ~;i:i; ~::.}~; , ....;.;~ . :. ~ . ; .. . . : '" .. !-:~ .'.~ ~._- --~ THE SPRINGFIELD ELEVATION F - STONE OPTION SHOWN ELEVATION G E LEV A T ION A - BRICK OPTION SHOWN 1rytand..co rn Hans, prices, specifications subject to change without notice. See Sales Counselor for details. ,0 ~ ~~ ----- ~,~@ I/J - --:T~~[;~ - J "::~ ~ ~,'! :t: .-t / }..,OC~y ,.~ .......-~~-- ,-,:_ \,:::L .~ .... '. ;~. ..~ -:~,.--- ';1 ~ ,OOl t L. II 1.1. L .,:. '" At:..i'''~ ,r _''J r .~ ;:,\~,;:,"E..~~)~f, ~ , - ,.,. ~;l:>:{/ ,: .:z:~t:.$:};~}~t;'~~;~ ~..., ,,_,,~ ." ~.. I _.~, :;t~::::;f~ .. " , fI .. , w . ~ . ~ , ,'............ I. - _.. ',.' '.. . ._ ~, , . '., _ -.. . . II . ,.,..- , ~,..i.j ........-- ~. .. '''!Iii~.... ,;i ~i~..."";:.~ -'I (Ii; ~;'? ~. ''f''~~.;t ~ ~ \~....j ~ 1& '. '''. ~----.._~--~ THE UNION E LEV A T ION F - BRICK OPTION ~,1HOWN ELEVATION E -STONE OPTION SHOWN ELEVATION G r;rlq.r d.(~ttt ..f Plans, prices, specifiCltions subject to change without notice. See Sales Counselor for dt:tails. ~D~ ~..__......