Loading...
PC Staff Report 2-7-06 PC DATE: February 7, 2006 2 CC DATE: February 27, 2006 CITY OF CHANHASSEN REVIEW DEADLINE:March 7, 2006 CASE #: 06-07 BY: AF, RG, LH, ML, JS, ST STAFF REPORT nd PROPOSAL:PINEHURST 2 ADDITION:PreliminaryFinal Plat Request for and Variances approval to subdivide property into 41 lots and 3 outlots with for the APPLICANT Vacation use of private streets; and the of drainage and utility easements within the previous plat for the property. This property is being replatted from 43 to 41 lots to accommodate larger house plans. LOCATION: Pinehurst Drive and Galpin Boulevard APPLICANT: Lennar Corporation (Lundgren Bros. Construction, Inc.) 935 E. Wayzata Blvd. Wayzata, MN 55391 (952) 249-3034 PRESENT ZONING: Single-Family Residential (RSF) district 2020 LAND USE PLAN: Residential – Low Density (net density range 1.2 – 4.0 units/acre) ACREAGE:DENSITY: 24 acres gross: 1.71 units/acre; net: 2.08 units/acre nd SUMMARY OF REQUEST:PINEHURST 2 ADDITION:Preliminary Request for and Final Plat Variances approval to subdivide approximately 24 acres into 41 lots and 3 outlots with SITE DATA for the use of private streets on property zoned Single-Family Residential (RSF) district; and the Vacation of drainage and utility easements located at Pinehurst Drive and Galpin Boulevard. Notice of this public hearing has been mailed to all property owners within 500 feet. LEVEL OF CITY DISCRETION IN DECISION-MAKING: 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 variance is limited to whether or not the proposed project meets the standards in the Subdivision Regulations for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision Location Map Pinehurst Replat City of Chanhassen Planning Case No. 06-07 =r;~rr' ~ " ~I ./ ::; <0 C" / a '--- :Il / 0 S\e er Ci ~ ii5 ~~ '" c. '" i #'.> ,JlM..W.c tv ~ ~; ~'tf Melody Hill U eilsa ~ urray ~ill Crt 'ti - VI': )1 ~ ::c "0 - '" 0 a: ~ ~:Il) - '--- c. - -- Woot 65th Street ll[~ Subject I ~ eO / cs> '> Site ~/ \ ~~ ;( / r-o-ldes v lewOr l..;restvie~" ~ /. '----- ~ \'---- / ~~ ;%W~10'i r ~ 7 / // / .. r--- '/. /1/ ::: ~ ~; 'N.7Z ~ ~ ~ ~ ~(Q 0~ ~ y j --- / ':)-;.; / ~ I ~ ~".. j \ ~". ~ -.. ~ J= :/'1'--. ~' ~ l \ . 7m ) / l > 7 . .- m % "~'%Yl ~ \--- ,,'Ii' ill)e - v-- J:>'\ - \ 0 !!' 'Ii v - it0 ~! )'0 ~'I><<<< ~.." - ~ \ '" ~f - - ~ nd Pinehurst 2 Addition Planning Case No. 06-07 February 7, 2006 Page 2 of 8 PROPOSAL/SUMMARY PreliminaryFinal Plat Request for and approval to subdivide approximately 28 acres into 41 lots variances and 3 outlots with the use of private streets on property zoned Single-Family Residential Vacation (RSF) district; and the of drainage and utility easements within the existing plat for Pinehurst. The developer is proposing a 41-lot single-family residential subdivision, which replats a 43-lot subdivision of the property. The replat was necessitated due to the developer changing the type of housing being proposed for the site. As part of the subdivision, the applicant is continuing the request of the use of two private streets at the western end of the development. These private streets permit the developer to preserve significant areas of woodland. The use of the private street meets the requirements of the subdivision ordinance for approving private streets. The plan being reviewed complies with the zoning ordinance requirements. The site is located north of the Woodridge Heights development, a 46-unit single-family development (net density 1.67 units per acre), and east of Brenden Pond, a 21-unit single family development (net density 1.68 units per acre). To the north are Minnetonka West Junior High and an older neighborhood. Hemlock Lane was extended to the northerly property line and with the development of the Crestview Addition, which was subdivided into five lots, was connected to Crestwood Drive. Water and sewer service were extended to the southerly property line with the development of Woodridge Heights. This proposed development extended water and sewer service to the northerly property line as well as looping the water back to Galpin Boulevard. A trail is located on the west side of Galpin Boulevard. Sidewalks will be included on all the public streets within the development. A trail connection to the school site is located at the end of Pinehurst Drive. The site’s high point with an elevation of 1070 is located in the north-central portion of the property. From there, it falls east to an elevation of 1034, south to an elevation of 1020 and west to an elevation of 1020. There is a drainage ravine and wetlands located in the western portion of the site, which has been donated to the city for permanent open space. The site consists of significant areas of woodlands located primarily on the western portion of the property. Staff is recommending approval of the development subject to the conditions of approval. APPLICABLE REGUATIONS Chapter 18, Subdivisions Chapter 20, Article XII, RSF Single-Family Residential District BACKGROUND The easterly 13.5 acres of the property was subdivided into two lots as part of the Old Slocum Tree Farm Addition on April 6, 1987, with lot areas of 4 and 9.5 acres. The rear 14.12 acres were required to be attached to Lot 2, Block 1, Old Slocum Tree Farm as a condition of the plat approval. At that time, the property was zoned R1a, Agricultural residence. nd Pinehurst 2 Addition Planning Case No. 06-07 February 7, 2006 Page 3 of 8 On January 10, 2005, the Chanhassen City Council approved the following: Rezoning of the 27.62 acres located within the Pinehurst subdivision from Rural Residential (RR) to Single-Family Residential (RSF); And Preliminary plat for Pinehurst Addition with a variance for the use of private streets. On March 14, 2005, the Chanhassen City Council approved the following: Final Plat for Pinehurst Addition creating 43 lots, 2 outlots and associated right-of-way for public streets. STREETS/ACCESS The streets for the development remain as approved and constructed as part of the Pinehurst Addition. LANDSCAPING/TREE PRESERVATION The proposed plan complies with the previously reviewed and approved landscaping and tree nd preservation plan. Such plan shall remain in effect for Pinehurst 2 Addition. GRADING/DRAINAGE The proposed lot reconfiguration will not necessitate significant grading. The developer must ensure that the soils under all revised building pads meet the required densities. The construction plans must be revised to reflect the new lot and block numbers. Staff does not recommend the relocation of the storm sewer pipe in Lot 22, Block 1 to the property line because relocation would result in the installation of three storm sewer manholes on Lot 22 and there would be several turns in the storm sewer. Given that this storm sewer is 24-inches in diameter, capacity of the pipe would be compromised given the volume of water flowing through the pipe and the number of turns required before discharging through the flared end section. The developer is also proposing to keep the existing storm sewer alignment through Lot 4, Block 2. Staff does not recommend the relocation of this pipe either since three manholes would have to be installed on Lot 4 in order to realign the storm sewer. STORM WATER MANAGEMENT Wetland buffer widths of 16.5 feet to 20.0 feet shall be maintained around all wetlands on-site. nd Pinehurst 2 Addition Planning Case No. 06-07 February 7, 2006 Page 4 of 8 All structures shall maintain a 40-foot setback from wetland buffer edges. 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. 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: Time (maximum time an area can remain unvegetated Type of Slope when area is not actively being worked) Steeper than 3:1 7 Days 10:1 to 3:1 14 Days Flatter than 10:1 21 Days These areas include constructed storm water management pond side slopes, 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 man made systems that discharge to a surface water. Daily scraping and sweeping of public streets shall be completed any time construction site soil, mud, silt or rock is tracked or washed onto paved surface or street that would allow tracked materials or residuals of that material to enter the storm water conveyance system. Construction site access points shall be minimized to controlled access points with rock entrance and exit pads installed and maintained throughout construction. 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 II Construction Permit), Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. EASEMENTS The developer will be replatting all standard drainage and utility easements surrounding individual lots. The developer proposes to relocate the storm sewer between proposed Lots 5 and 6, Block 1 so that the storm sewer will lie along the proposed new side property line. A 20-foot wide drainage and utility easement will be platted over this storm sewer segment. The developer proposes to keep the existing sanitary sewer line on proposed Lot 22, Block 1 (shown as Lot 22, Block 2 on Sheet 10 of the construction plans). The proposed drainage and utility easement over this pipe is about 34 feet wide. Staff recommends that the easement width be nd Pinehurst 2 Addition Planning Case No. 06-07 February 7, 2006 Page 5 of 8 reduced to approximately 24 feet wide so that the easement lays only 10-feet east of the storm sewer. COMPLIANCE TABLE Area (square feet) Frontage (feet) Depth (feet) Setback (feet) Code 15,000 90, 100 on private 125 Front – 30, side – 10, street rear – 30, wetland buffer - 40 Lot 1, Block 1 18,000 102 139 30, 10, 30, na Lot 2, Block 1 18,002 110 135 30, 10, 30, na Lot 3, Block 1 18,532 104 157 30, 10, na, na Lot 4, Block 1 20,478 251 129 30, 10, na, na Lot 5, Block 1 18,434 121 187 30, 10, 30, na Lot 6, Block 1 18,000 113 186 30, 10, 30, na Lot 7, Block 1 18,278 56 @ 138 30, 10, 30, na Lot 8, Block 1 18,008 53 @ 135 30, 10, 30, na Lot 9, Block1 27,440 123 332 30, 10, 30, 40 Lot 10, Block 1 30701 112 307 30, 10, 30, na Lot 11, Block 1 23,901 92 272 30, 10, 30, na Lot 12, Block1 19,619 95 252 30, 10, 30, na Lot 13, Block 1 19,088 101 179 30, 10, 30, na Lot 14, Block 1 34,000 184 208 30, 10, 30, 40 Lot 15, Block 1 33,690 136 194 30, 10, 30, 40 Lot 16, Block 1 25,886 100 203 30, 10, 30, na Lot 17, Block 1 21,287 90 176 30, 10, 30, na Lot 18, Block 1 21,354 90 197 30, 10, 30, na Lot 19, Block 1 18,699 90 178 30, 10, 30, na Lot 20, Block 1 18,538 90 176 30, 10, 30, na Lot 21, Block 1 18,000 95 159 30, 10, 30, na Lot 22, Block 1 18,001 113 138 30, 10, 30, na Lot 23, Block 1 19,786 109 266 30, 10, 30, na Lot 24, Block 1 20,222 126 266 30, 10, 30, na Lot 25, Block 1 21,275 102 239 30, 10, 30, na Lot 26, Block 1 19,745 140 238 30, 10, na, na Lot 1, Block 2 18,008 151 176 30, 10, 30, na Lot 2, Block 2 18,292 118 155 30, 10, na, na Lot 3, Block 2 18,125 98 157 30, 10, 30, na Lot 4, Block 2 18,134 121 141 30, 10, 30, na Lot 5, Block 2 21,417 150 143 30, 10, 30, na Lot 6, Block 2 21,438 1150 143 30, 10, 30, na Lot 7, Block 2 18,669 133 142 30, 10, na, na Lot 1, Block 3 19,711 90 138 30, 10, na, na Lot 2, Block 3 18,349 141 130 30, 10, na, na Lot 3, Block 3 22,373 178 143 30, 10, 30, na nd Pinehurst 2 Addition Planning Case No. 06-07 February 7, 2006 Page 6 of 8 Area (square feet) Frontage (feet) Depth (feet) Setback (feet) Code 15,000 90, 100 on private 125 Front – 30, side – 10, street rear – 30, wetland buffer - 40 Lot 4, Block 3 21,819 58 @ 186 30, 10, 30, na Lot 5, Block 3 22,868 58 @ 189 30, 10, 30, na Lot 6, Block 3 18,977 66 @ 183 30, 10, 30, na Lot 7, Block 3 19,386 133 146 30, 10, na, na Lot 8, Block 3 18,297 139 136 30, 10, na, na Outlot A 985 Storm water pipe ROW 186,437 Total 1,043,284 23.95 Acres Average Lot 20,899 Size @ Meets 90 foot width at the building setback on cul-de-sac. PRIVATE STREET FINDINGS In order to permit private streets, the city must find that the following conditions exist: (1) The prevailing development pattern makes it unfeasible or inappropriate to construct a public street. In making this determination, the city may consider the location of existing property lines and homes, local or geographic conditions and the existence of wetlands. (2) After reviewing the surrounding area, it is concluded that an extension of the public street system is not required to serve other parcels in the area, improve access, or to provide a street system consistent with the comprehensive plan. (3) The use of the private street will permit enhanced protection of the city’s natural resources including wetlands and forested areas. Finding: The two areas served by the private streets would be significantly negatively impacted if a public street were required. A public street through this area is not necessary for access to any of the surrounding parcels. The private streets permit the preservation of stands of trees as well as the preservation of the natural drainage area through the westerly portion of the site. RECOMMENDATION Staff recommends that the Planning Commission adopt the following motion: “The Planning Commission recommends approval of the preliminary plat creating 41 lots with variances for the use of two private streets, plans prepared by Westwood Engineering Services, Inc., dated revised January 5, 2006, subject to the following conditions: nd Pinehurst 2 Addition Planning Case No. 06-07 February 7, 2006 Page 7 of 8 nd 1.Revise the Final Plat to label Outlot C as Outlot A, Pinehurst 2 Addition. 2.A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. The soils report must have a lot conversion table identifying how the test results from the original subdivision correlate to the new lot descriptions. 3.Separate water and sewer services must be provided for each lot. 4.Permits are required for retaining walls. Walls over four feet high must be designed by a professional engineer. 5.The applicant shall create a Homeowners Association to take responsibility for the retaining walls that cross property lines and maintain them. 6.The developer must ensure that the soils under all revised building pads meet the required densities. 7.The construction plans must be revised to reflect the new lot and block numbers. 8.Wetland buffer widths of 16.5 feet to 20.0 feet shall be maintained around all wetlands on-site. 9.All structures shall maintain a 40-foot setback from wetland buffer edges. 10.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. 11.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: Time (maximum time an area can remain unvegetated Type of Slope when area is not actively being worked) Steeper than 3:1 7 Days 10:1 to 3:1 14 Days Flatter than 10:1 21 Days These areas include constructed storm water management pond side slopes, 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 man made systems that discharge to a surface water. 12.Daily scraping and sweeping of public streets shall be completed any time construction site soil, mud, silt or rock is tracked or washed onto paved surface or street that would allow tracked nd Pinehurst 2 Addition Planning Case No. 06-07 February 7, 2006 Page 8 of 8 materials or residuals of that material to enter the storm water conveyance system. 13.Construction site access points shall be minimized to controlled access points with rock entrance and exit pads installed and maintained throughout construction. 14.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 II Construction Permit), Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 15.The easement width shall be reduced to approximately 24 feet wide on Lot 22, Block 1, so that the easement lies only 10-feet east of the storm sewer.” ATTACHMENTS 1.Findings of Fact and Recommendation. 2.Development Review Application. 3.Letter to Bob Generous from Matt Goldstein dated January 6, 2006. 4.Reduced copy Preliminary Plat. 5.Reduced Copy Final Plat. 6.Reduced Copy Grading, Drainage and Erosion Control Plan Sheet 2 of 6. 7.Reduced Copy Grading, Drainage and Erosion Control Plan Sheet 3 of 6. 8.Reduced Copy Overall Utility Plan Sheet 5 of 14. 9.Public Hearing Notice and Mailing List. g:\plan\2006 planning cases\06-07 pinehurst replat\staff report .doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION nd IN RE: Application of Lennar Corporation for Preliminary Plat with Variances – Pinehurst 2 Addition. Planning Case No. 06-07 On February 7, 2006, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Lennar Corporation for preliminary plat approval for 41 lots, three outlots and right-of-way for public streets with variances for the use of private streets. The Planning Commission conducted a public hearing on the proposed subdivision with variances 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 Single-Family Residential District, RSF. 2. The property is guided in the Land Use Plan for Residential – Low Density. 3. The legal description of the property is: Lots 1 through 27, Block 1, Lots 1 through 8, Block 2 and Lots 1 through 8, Block 3, Pinehurst Addition. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects 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 environmental damage; f. The proposed subdivision will not conflict with easements of record, but will dedicate all required easements; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1 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. 5. In order to permit private streets, the city must find that the following conditions exist: a. The prevailing development pattern makes it unfeasible or inappropriate to construct a public street. In making this determination, the city may consider the location of existing property lines and homes, local or geographic conditions and the existence of wetlands. Extension of a public street to serve the six homes on the west end of the site would significantly impact an environmental area on the property. b. After reviewing the surrounding area, it is concluded that an extension of the public street system is not required to serve other parcels in the area, improve access, or to provide a street system consistent with the comprehensive plan. Public streets are not necessary to access the property to the west, which is currently developed with single-family homes and accessed via Brenden Court. c. The use of the private street will permit enhanced protection of the city’s natural resources including wetlands and forested areas. The use of limited private streets preserves approximately 2.8 acres of woodlands. 6. VARIANCE FINDINGS – PRIVATE STREET a. The hardship is not a mere inconvenience, but provides a means for preserving natural features on site. b. The hardship is caused by the particular physical surroundings, shape or typographical conditions of the land. c. The conditions upon which the request is based are unique and not generally applicable to other property. d. The granting of the variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of the subdivision ordinance, the zoning ordinance and comprehensive plan. 7. The planning report #06-07 dated February 7, 2006, prepared by Robert Generous, et al, is incorporated herein. 2 RECOMMENDATION The Planning Commission recommends that the City Council approve the preliminary plat with a variance for private streets. ADOPTED by the Chanhassen Planning Commission this 7th day of February, 2006. CHANHASSEN PLANNING COMMISSION BY:___________________________________ Its Chairman g:\plan\2004 planning cases\04-36 - pinehurst\findings of fact pinehurst.doc 3 Jan .06 06 12:18p Kroiss Companies '1 ~ l.. "'\ .,...~. -T"'l I> I 952.361.0833 p.2 Planning Case No. 0 fa - (:) 7 CITY OF CHANHASSEN 7700 Market Boulevard - P.O. Box 147 Chanhassen, MN 55317 - (952) 227-1100 CITY OF CHANHASSEN RECEIVED DEVELOPMENT REVIEW APPLICATION JAN 0 6 2006 CHANHASSEN PLANNING OEPT PLEASE PRINT Applicant Name and Address: Lennar Corporation (Lundqren Bros. Const.) 935 E. Wavzata Blvd. Wavzata. MN 55391 Contact: Matt Goldstein, AICP Phone:952.249.3034 Fax: 952.473.7401 Email: matt.Qoldstein@lennar.com Owner Name and Address: Plowshares Development, lLC 1851 lake Drive West, Suite 550 Chanhassen, MN 55317 Contact: Nathan Franzen Phone: 952.361.0832 Fax:952.361.0833 Email: . nathan.franzen@plowsharesdevelopmentcom NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Temporary Sales Permit Conditional Use Permit (CUP) x Vacation of Rigtit-of-Way/Easements (VAG) 300 Interim Use Permit (IUP) x Varian~e (VAR): 200 Non-conforming Use Permit Wetland Alteration Permit (WAP) Planned Unit Development* Zoning Appeal Rezoning Zoning Ordinance Amendment Sign Permits Sign Plan Review '/..... Notification Sign: - $200~ (City to install and remOVe) X Escrow for Filing Fees/Attorney Cost** Site Plan Review (SPR)* - ~UP/SPRlVACNAR/WAP/Metes & Bounds 12..15 2s6 -~jnOrSUBoo ~ .2.725 X SUbdivision*'f(c\irv\;i'nr'l {....-riral TOTAL FEE $ 2.lpfag -- C~.:fr3SIl..lb3 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 diQital copy in 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. FI ! ! _Ja~ p6 06 12:18p Kroiss Companies 952.361.0833 p.3 .I PROJECT NAME: Pinehurst Replat LOCATION: Galpin Boulevard at Pinehurst Drive LEGAL DESCRIPTION: Pinehurst Lots 1 throuqh 27 inclusive. Block 1: Lots 1 throuqh 8 inclusive. Block 2: and Lots 1 throuqh 8. Block 3; Pinehurst Outlot A and Pinehurst Outlot B TOTAL ACREAGE: Approximately 28 acres WETLANDS PRESENT: PRESENT ZONING: REQUESTED ZONING: X_ YES NO Sinqfe Family Residential (RSF) Sinqle Family Residential (RSF) PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: Sinqle family residential Sinqle familv residential REASON FOR REQUEST: Replat of Pinehurst to remove two lots. The Pinehurst areas beinq affected by the replat are: Lot 1 throuqh Lot 27. inclusive. Block 1. Lot 1 throuQh Lot 8. inclusive. Block 2. and Lot 1 throuqh Lot 8. inclusive. Block 3. PINEHURST. accordinq to the recorded plat thereof. Carver County. Minnesota. A variance is beinQ requested to permit one lot to have frontaqe on two streets. A variance for private streets is also beinq requested. 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. ~~~\ Signature of Applicant -..J fJ1;L~ ~(* Signature of Fee Owner c "'~ c:.. + M"'-""-"",-~_ Ll:..Ob Date L.-v~9rV',. l - 6 -o-C Date C:\Documents and Settinos\Todd M. Simnino\locaJ Settinas\Temoorarv Internet FiJes\OlK48\PinehurstReolatAoolication12-22-05.DOC m ~ ! I~~~ [ .. ----, RECEIVED JAN 0 6 2006 CITY OF CHANHASSEN January 6 2006 City of Chanhassen Bob Generous Senior Planner P.O. Box 147 Chanhassen, MN 55317 Re: Pinehurst Replat Application Dear Mr. Generous: With this submittal the Lundgren brand of the Lennar Family of Builders requests review and approval of the replat of the Pinehurst community. This submittal includes the updated development plan set, our application and fee, and a lot tabulation. The purpose of this request is to remove two homesites (lots) and move some lot lines to accommodate our new Masterpiece series of homes. This series has our largest and most luxurious homes, which are necessary to be built in the "upper bracket" price range due to the high land cost in Pinehurst. The footprints alone range from about 3000 to 4000 square feet, so the impervious surface regulations are a critical component to this neighborhood. We would prefer to receive a variance from the 25% impervious surface maximum in the approved Pinehurst PUD. However, we understand that staff currently does not support impervious variances and the Code does not permit providing credit for the use of rain gardens, rain barrels, individual below-grade surface water storage systems, pervious block or site-by-site solutions impervious mitigation techniques. Building smaller, less expensive homes is not economically feasible in Pinehurst. These plans reflect preliminary staff comments from pre-application meetings and discussions. Only minor changes have been made to the development plans as described in the Westwood transmittal letter. We anticipate that this submittal is complete and suitable for public review. Please contact me with comments, questions, or concerns. Thank you for your assistance. Respectfully submitted, ~~.. Matt Goldstein, AICP Minnesota Land Division Serving Lundgren Bros, Orrin Thompson & Lennar Direct: 952.249.3034 Fax: 952.473.7401 Cell: 952.221.8087 matt.goldstein@lennar.com 5545 Indian Mound East, Wayzata, MN 55391 · Telephone: 952-473-1231. Fax: 952-473-7401 · www.lundgrentc.com ~ PINEHURST KNOW AU. UEN BY THESE PRESeNTS: That Plawshares Development, Inc., a Minnesota corporation, fee owner of the following described property situated in the County of Corver, State of Minnesota, to wit: Lot 7 through Lot 27, inclusive, Block 7, Lot 1 through Lot 8, inclusive, Block 2 and Lot 1 through Lot 8, inclusive, Block 3, PINEHURST, according to the recorded plat thereof. Carver County. Minnesota. Has caused the same to be surveyed and platted as PINEHURST 2ND AOOJnON and does hereby donate and dedicate to the public for public use forever the easements as shown on this plot for drainoge and utility purposes only. In witness whereof said Plowshares Development, Inc., a Minnesota corporotion, has caused these presents to be signed by its proper officer this _ day of 200_. PLOWSHARES OCVELOPtJENT. INe. By Todd M. Simning, President STA 1E: OF UINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this _ day of 200~ by Todd M. Simning, President of Plowshares Development, Inc.. a Minnesota corporation, on behalf of the corporation. By Notary Public, My Commission Expires Coun ty. Minnesota I hereby certify that I have surveyed and platted the property described on this plat as PINEHURST 2ND ADDJnON; that this plat is a correct representation of the survey; that all distances are correctly shown on the plat in feet and hundredths of a foot; that all monuments will be correctly placed in the ground as shown, in accordance to Minnesota Statutes, Section 505.02, Subd. 1; that the outside boundary lines are correctly designated on the plat; and that there are no wetlands as defined in Minnesota Statutes, Section 505.02, Subd. 1 or public highways to be designated other than as shown. By Craig W. Morse, Land Surveyor Minnesota License No. 23021 STA 1E: OF U1NNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me Craig W. Morse, Land Surveyor, Minnesota License No. 23021. this day of 200~ by By Notary Public, My Commission Expires County. Minnesota 2ND PRELIMINARY ADDITION PLA T FILE NO. C.R. DOC. NO. CHANHASSEN. UINNESOTA This plat af PINEHURST 2ND ADDJnON was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof held this _ day of . 200~ and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statutes, Section 505.02, Subd. 1. aTY COUNaL OF CHANHASSEN, UINNESOTA By Mayor By Clerk COUNTY SUR~ Carver County. Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this _ day of 200_ By John E. Freemyer, Carver County Surveyor COUNTY AUDITOR. Carver County. Minnesota I hereby certify that taxes payoble in _ and prior years have been paid for land described on this plat. Dated this _ day of 200_. By Mark Lundgren, Carver Coun ty Auditor COUNTY RECORDER. Carver County. Minnesota I hereby certify that this plat of PINEHURST 2ND ADDJnON was filed this _ day of _ o'clock _.M. as Document No. . 200~ at By Carl W. Hanson Jr.. Carver Coun ty Recorder REGISTRAR OF TITlES, Carver County. Minnesota I hereby certify that this plat of PINEHURST 2ND ADDITION was filed this _ day of 200~ at _ o'clock _.M. as Document No. . By Carl W. Hanson Jr., Carver County Registrar of Titles CI'tY OF CHANHASSEN RECEIVED JAN 2 6 2006 CHANHAsSEN PLANNING DEPT WESTWOOD Professional Services, Inc. ShP.Af 1 nf.J .o:;hf!p.f.~ PINEHURST ADDITION PLA T FILE NO. C.R. DOC. NO. 2ND .' I I I I I ,~': ::~ :,"):' ?-:'()..../ PRELIMINARY ,':;',:..:,:, ~,'!:-l. 598,7.1 N87012'ZO"W -, -30.00... N02"28'14"E "7.12 oZ6\~l~ \-jolt':--S86 ~IOZ Co O~ I 1---' I' U' I t> I " ~I'i 1 It:> " ~I ~ Ul ~ "'-Ii.. Ul '.. \<!! ~\..... -. ;~; ..:. " -; '.~: ,'" \ . :00 j '<'. 110.11 f::, l<>(f--.!!!!.!:!.2:!.0:"'~ "'47 -, 1 ~~I~- 1Z280 -- :r I\/~ ..". '" 01 I~I I _ ,'" oS ~17 tl I ~ ~~~if~ 0/,' 8 [)I I., '" ,,>'Po. 1/:"- tl 1::;1 d' '-t </ \Va " 1:2 7," .,,,---,, 0 f 1 7-......, "'q', ~~;:bJ... I I ~~'!:- ..._ , <' II I ~\;-.;, ~.~~ II I ~v~~ I /~o0' /' ,\.~Y\~ ",,\ :. ~.;;~~ '-t. ",/' <,1 6 ~/O; olrj/~ t:;// -->:J ~:-/ '" 1 (;> ... I I .' .' .,~'.. .:: ........., L::=90 ~ -..- r--'-~"~:) f~ IL (', '/',' I , '/' , \ 1'0 't....' V :::\ Iii' "~ - ,{ <;1'- '20 ~\ ,,~k< ~_ I I 2.72 _.?'r-... 4- 7i.<S'J' "..... 6'<,. I 4 w "s/~O" I :! \ .a~.....~_ ~ YJ I { t ~~ .... .. 109.62 \ t~ (......, " I '" ",'" I -~ 1 !Ou. ~~ "'I '" 18 ~l ~, ~I \~(. 21 -\, '....# (:1 .:....., 138.86 ....~ . .-' ,. <- ,- ..,:'.. 1 R 178.67 238..12 115.30 99.57 '" '" h'F~'f:.-/\.:t)!:-...\:' _/. (>?-l' o,~ ,~/ ~O' ~. ,--- I I i':::-H_;DHiD:-_~E I fiE/:~~h' rs' I ..,..,.,,., t# ~}.".' ~..: 403.89 .{,.:[)!)/Th:;/.:' i+'() ()!) !~'/!) ~:~ !:- f..:'!:-,"t'..;,:'1' :..:;- .~: ::~t)/ Th:;/./ ..,..,.... ,,,,, . :'FO()DH/D:::'E fif:.-H.:'h'!S ... '.~ ,':"!..H"':/!!U:v 50 0 50 100 150 ~- . Scale in feet Scale: 1 inch= 50 feet o Denotes 1/2 inch x 14 inch iron monument set and marked by R.LS. Registration No. 23021 . Denotes 1/2 inch x 14 inch iron monument found marked by R.LS. Registration No. 23021, unless otherwise indicated The orientation of this bearing system is based on the north line of Block 1, PINEHURST, which is is assumed to bear N 87012'20. W. Drainage and Utility Easements are shown thus: I I -l 5 1-5 I I 0 I - L____l_____ I o I - I _____l____J (Not To Scale) Being 5 feet in width, unless otherwise indicated. and adjoining lot lines, and 10 feet in width, unless otherwise indicated, and adjoining street right-of-way lines and rear lot lines, as shown on the plat. WESTWOOD Professlanal Services, Inc. Sheet 2 af 3 sheets ,/""'-, , i I , I I I , I I \ \ \ \ \ \ , , \ , 50 0 ~ - Scale 50 100 150 . feet in Scale: 1 inch= 50 feet o Denotes 1/2 inch x 14 inch iran monument set and marked by RLS. Registration No. 23021 . Denotes 1/2 inch x 14 inch iron monument found marked by RLS. Registration No. 23021, unless otherwise indicated The orien tation of this bearing system is based on the north line of Block 1, PINEHURST, which is is assumed to bear N 87012'20' W. Drainage and UtHity Easements are shown thus: I I -l I c> I - I _____l____J 5 1-5 I I c> I - L____l_____ (Not To Scale) Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width, unless otherwise indicated, and adjoining street right-of-way lines and rear lot lines, as shown on the plat. I I I I PINEHURST 102.53 i 1 r I I I I I 2ND PRELIMINARY .178.60 142.78 2 I~ o ::4 _--j \ ; _----- \ I ',-- 1\ ',0, 1<;:1 '2 "3 ~I 0'o'~ FI \~ I I ,~ \ ,~ II , 1 , 047'36" _ J \1 A::!.~-- ,0 -L - - lAS," 0 00 , R..J8 . '''16.23 \........ ~ '<"0 ~~. .~ "&. ......~f'_- -' 62.54 S5 ~ r------ I ---, \'" I \1< J ~ ,4 I \~ " I I~ , I,. , I I \ I \ LJ,-7OJ4'41 " , ~------_.J L-I5.94 74.30 -"" I '_ i I ~ g: Ii' ~ I r-------i-----, ....,ct---- 11136 _ . , / ,,'7": I ------l' .~ '''' I ",' r-4 6'53E '" .~ ,::., 5 <,'. i47~03 f . I I:! I ~b ,~ 6 .~J ~ , :-1 ,~ ~I I I ~I J- ~, , "" I "I I 1 I , ' L_______ ___ J' ! 150.00 - - L - - - ..J N 87012'20. W -/sQOO - - - -- 75.71 ,. ,,- N 87025'.10. W I 136 '" I I I / 36 !~...,'V!~-.:.1.:','..:~'..':;- r I I I 4_'" , "' I 26 I 25 I ~ 24 ,. I "'0 / / / / / I ---- :':,' () () [).:~../t) (;f:.- I I I I I ':1'f:-"'(,,~':"i r..':;' 60 8a '" ... _ !.!r:!'_ _ _ 1 II --; "" ,'I I <" , ~, J~ I .;>, I~ 2'; ,8 ~, ,'I ,'l "'I ,- , ,'I ' 1 i __..J, ------_____ .J - - - ,o.~7-''' _,", N 87012'20" w - r}/ r "'- - _'41.39 , .....o\!/ - ..p / "Ol'Of:J / t>~5 ~"'~. / "",\"; / "" I" .l,q " <",'~o ~,\<j)~ <t) "", \-". ...n ~\~. ED:":E:';::"):")D t 'l ADDITION 261.22 N 86051'25. W 114.50 150.00 \ J5.51 , '" '" '" '" [) !f/ ~,'f:.- 188..17 140.75 N 87012'20. W 118. OJ 60 1 ~...._ .9. <5' ~() - 0"0 ~..J': ~-b "k '{:>. '<" '&>0 ").. ~ ;:7 ~ '21.78 N 86054'00. W 498.22 H,'OO/)':~"/[)(~;f:.- f1'f:-h"~~.;1' :5- I I I .4. ~ I ,'If. ~~ I ~ \0' ~/ N87012'20.W ;:~_;-;_-1J.65 I f ;---------, I ~I , ~I r I i I I + / .:.t> L -1- Wp20J4'57.E - - -'32.85 - - - - ....J /-~-J2.28 PLA T FILE NO. C.R. DOC. NO. 2.11.04 116.54 ~ ~ :iJ 7" 507.15 '" '" 258.94 l2 ~ ~ ., 1 I ",I :,;, ~I~ loi 31 N 87~J':'58~ ~ _ _ _ J \ -r 32.0'- \ I \ \ \ \ \ \ ~ \ 0 I:!! ~ \~ ;:: 1\ 1\ ,., " < , ,-, 1 II 1 33 142.57 , -,' \ 1- , .-/ Iu 41; . " !ll 229.76 I I I I I . I<) lQ~<o N~N c.9~ i1~~ ......~ll:: --- 83 I I I I \ I ~--- I , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I WESTWOOD I Professional Services, Inc. ~:: "- \:~ :~~ . -~ ~::,- ~::,- ;~: .. ~;) ,1: .-' , ' ~ ;,; .:::.. ~~~ .. '. ....) i~; .. "::,. ;~) ~ ~ ~ ". ~:y 83 c;h~tAf 'l ,..( 't ~htAtA/~ g OJ "- -rJ "- ..... 'c 2004 Westwood Professlonol ServIces, Inc. ~ :G ~J. - !I- :\ \\W'X "~~ \ ~t-.J ..r::--- r--... L ~ ~ \;~ ~\ ~i61 ~~ ,\':-'2-7 .-- . - ~ '""- ~"gk,'Yl = /' ( 1 \ '/ _J(..-::::::-::= \I 7' -\- - ."""'-~ '\' "- m ] ----- Jgm~ri~~~~~~~ 1058 \ ~ ~ "',) ~.. \ \ \ -, - - ~ ~ ~-~'-- _~~_, ,,~~S'i;~~ "':,.~ /"""''''_~, \I~~~~ ~- ---- / ~~__ 10S~ X_T~:_~~' x~x-=-~ :)le~~~m~~~"".;; ~),~ ~ ~/~ I ~~,,~~~ - _ ,/,/ f": 511N"......T1A..1o.. __ iO - 1050r-. ~"z ,fi! l~~~r ntJ~ !T!t,{:)'.^v' ~-il II \ I \\ I . ~~ (ND' :-J.O..... x Y CRETE \"--.. CONi R BY THERS " - /1 ISnNG iR~~~ .. x~x.. "x_ (~).... x ;rJl \ 1\ ~~ ~::--.. - .7t;:X , .", """ """ ~. ,,;.;;. -x_, ~x x .x:- I '///1 " 1051.0 '-" _ PfW - /j ,/~/ ).,. 104 I 1511 G ( ~~ /1(. d& ,50. -w ~', ~~ \~\ ~.'~ I .~ -;;;--~ ''-. r / \ 'f' .", ~ " I .... sA' ' '" ~ ~l ( ltl 1. - : I" !'~1~ , \ ' < r /' "" ?i I.. ~ "' :.~. . ' ./ ~ / ,If~), ...J.'P"~ '~,. p/ ~~, '.0 "~~~~,,. .~9::~ ~~~( /~. ~~- ~\\..a 6,.:~1~~ t !.! ):LkMov~ UMI TR ~ ~ I ~ *~ .;;<~~ ." ~ .1J!?JoI I'll 'OS-t ~ ~ \'.~, ] ~ ;u~o~.~; 2'~~ \~: ~,-?~~ WA AI HA a ,.... / :;.FijlY- ' , .;?:~'; I ~ .. p ~ .> 60. ~,,,.... \, "'.;- - ~-z;:- L ~ 1ST AFi~q { ~ . / / ~ ~ / lO~.". ~ ~ ~~;,~ ~1'~b\..~ \'0 ,,"~ ~ ~6~~ ~~ 10 c5 fY1026 ~I- ~ ~ ~,\, ~. /1 ~ 'I /\~ f'1(!; ~~. ,(\0 ~.. ~ ~~'~ "j~/, L~~/-~ o / ;\~ . ~ f':p ~ 2 ,1-..'IM' '" ..". ..~o. Cy\ r~::~ ..~.. ..Jt !~ ....... . Alil."", / :. ''1. '? /' /:! 'h I.. 160< \ '-J ( "1iI(Pj"'. ...... d'/ "'l ~~ll" ~ ", . :- ~ '", 5 /JZ ;c- L V ,<> r- l-~( J ~ ~~,rJ~ ".I(~1 'l~ ~ ..... ..~:1./ ~,,: ~ .,.~~~..-~ ~\1~" t~I~~ ~~~;-: :,.d' 3@~1:/~/~/i: - :"..':::::,1,- ,/ I ~ flj-,w~ 2l.0( ( .' .,:<..' 9'" V. '%- ,!>.l"~ '\\~ - ~~!, ' ~ >-Z/~~'Z.-U~"... /r / ~~ W \ W 021.0 A:""'> I ..' " .: . 11.<< ' ~ ,,\ .-: .,. -'" w ".... ~/. ''''' ~ I " . ~ -1 24.d h\ "'. . Q ~ / 105 ~ LOS." P-C., ~_ /, _ ~p'> " ,,_*,E~~Oiiij/~. :L.,:: ..' . '~eO ". ~~. ~ b~\ / ~~B..O ~~ W -V ~2: ~,:<. ~ - A '/ - I 8iMO 9;1(~ f.. , .' ~J. 7. " " ';,) ~~.~ .4 r; 'OSI, V/, {o;f.':/"A" / " :::-~ i~~;'f.f~~~ ~~l_ $ i'>f ,. t.~..~.~~=_, J ~__ .~~~~~,o, .c, I \ OTH ~ ~ ''\.\. . .. ..~....,,- . ~ ~~ ill< .fP.;. "",1- / .:€-:~. ~ .J:- I \. \'; ~.': .. ~ "~. _~~ 'dllo.~1l/ ~ ..'" lQ';' ~ :;> <> I GRAO~ E .5 ,.~ ~ , . ~ ~.... ~' ^ . ~ "~~ !,J.,c ~-,' ~ '~/ii'''''' ~ . . '" ~~3'~ ~ ',.. -;..QfJ .I - --7'~ '" 'W ./;. 7 I"-~' J~ 'V. j:l~\~::.\ \ \-~c:.%O>"\~~a::... ~.~ \.:~/ . //~~~ .' ./~.,~' -_ . ~ N '//__< ~// =f~f!l &7\ ~~~ ~ 1 ,,~~.~~~~~~a~~~; ~"'.hl- ..f~,,~-7~t~ ~ -,,,,,~,:~~,~t.,}.ii~""~, ~~1~0~~" .,~ ~ J. ",~"~~,Y!~",.'(J,,. lUff ~i !'('J4r" ,ty~", ',:' . ~ ~ ~""" '" '" ,\ \~ \,7 . ~1. ~ Os. O,s, ~ . '-:--.. .,. ,';~ ~. fl --F~--: ) ~ f~--s.j: f "" -,......., ~ \. -~2 ,. ~O~:,." . ~ ~. i~.~ /~ All. 't., I'. .' ~1.6 1 ~ ~~~.. 'iI~"'.. . ...., :.......;,':/%; ~ '~~J'V, > ,/ N/~/~: )~) \;\ ' " ~""';;.,'.~ ~~~ '-:> :"":':~":::i::,.'""';..',,,,, .- //,/\ ~70.?~\ ~>~/!:fI/.:~.~,1(~; - I ,~\\ \.\ \. ~:;.?"~~~ON~~~ ~~~~_~O i ~l ~~':~:::: .. .,l~. , / ~2_,O~;~ \t!~. / .t,~:~ I!> I .~ \ \'\ \ \ '-vO<a~ ~-..:-:.~~~--..:::. ~ I '-~ / ~"\lY__f' nLY II' ........_ _ 1 '11~ ;--.. ~--::::::::::::;;:: :::::: .;:;:z '::::::- - \~~ LL .~ \ _ - _ ~o..:::::::-:::---...:::::::.:.~ ~ - - :::--; J::::tl=t ~.~ ' ': ' ./ n n l-r n ^ 1 '-.d t- _ ..J. _ _1010...... - -.!.E!!.~ ~ _ --:::::::--:::: .-,c _ ....::::-::;::S: ~~ _ ~ 'JrJH2. .. L/ L/ I I V I V 1/ ---1/ ,/ ,\ - - , ).J ~- - _ _'02-?..-/02~~;::;;-- _ _ - I II \ ,/,/ \ v _ - _____ ~ - - _ - ~O.?~ - / ~,/ ~ """"""'-' -- --_ IOI810,g-.;. __. J \ ..... -.:::;~ ,/ ./, I _ --:;-==---=-=4 ~ =- ~ ~ s...... - - __ _- ;ffJ.~~~ ~ / --.:....J / l/' \ -:--=:.....,....-V \ 1n~ / r=::.- ~~-=-=.:;: _ ~~~~ /0' 50' 100; /150' r/ Ol . .., cj ... <> !;i' ~ ~ OJ -- Ol . ~ ... ! ;::! ;: I'" I ...., __ .. __ .... _ ....... ., _. ... ... ?JJW~- 0u:I0 ~P.B. .- 01/05106 ~ No. 4Oll53 - ~~~ == ~ g~ == ~g:~ :~~ ~~=IAM) -......, aN' CIoodooIo CD( Dnw CD( ..... o...tM ...~ Pzepued far: Plowshares Development, LLC. 1851 Lake DrIve Welt, Salle IiSl ('h...h__, ~ 55317 Westwood Professional Services, Inc. 1599 AnIIgl'Im Driw Eden PrJIr1e, MN 55344 Phone: '52-'17.'150 Fax: H2-U7-S&22 Call 48 Hours before diggIng: GOPHER STATE ONE CAlL Twin City Areo 651-454-0002 Mn. Toll free 1-800-252-1166 GENERAL GRADING &. DRAINAGE NOTE$' . AlL CONTOURS AND SPOT ELEVAnONS ARE SHO\Wol TO FlNISHED SURfACE/GUTTER GRADES UNLESS OTHERWISE NOlED. . REfER TO THE SITE Pl.ANjRECORO PLAT fOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. . THE CONTRACTOR SHAlL VERIfY THE LOCAnON AND ELEVAllON Of EXI511NG ununES AND TOPOGRAPHICAL FEATURES WITH THE O\WolERS AND FlELD-VERlfY PRIOR TO CONSTRucnON. THE CONTRACTOR SHAlL IMMEDlA 1EL Y NOllfY THE ENGINEER Of ANY DISCREPANCIES OR VARlAnONS FROM PLAN. . THE CONTRACTOR IS TO CONTACT GOPHER STATE .ONE CALL. fOR unuTY lOCAnONS AT (651) 454-0002 . AlL CONSTRUcnON SHAlL CONfORM TO LOCAL RULES INCLUDING THE NA nONAL POlLUTANT DISOiARGE EUMINAnON SYSTEM (NPDES) PERMIT REQUIREMENTS . POSInVE DRAlNACE FROM THE SITE MUST BE PROVIDED AT AlL llMES IN ACCORDANCE WITH NPDES PERMIT. . All RETAINING WAlL ELEVAnONS REPRESENT FlNISHED GRADE Of SOIL AND DO NOT REPRESENT BURY . TOPSOIL RESPREAD SHAlL BE 0.5' ON PADS AND 0.5' ON OTHER GREEN AREAS. . AlL CONSTRucnON '" DEWATEmNG SHAlL BE IN CONfORMANCE WITH NPDES REQUIREMENTS . AlL RETAINING WALLS SHAlL BE DESIGNED BY OTHERS . WE11AN0 BUFFER AREAS SHAlL BE STAKED ANO SIGNED IN ACCORDANCE WITH THE CITY'S WETLAND ORDINANCE BEFORE CONSTRUcnON . AlL SILT fENCE AND OTHER EROSION CONTROL FEATURES SHAll BE IN-PlACE PRIOR TO ANY EXCAVAnON/CONSTRucnON AND SHAlL BE MAINTAINED uNnL VIABLE lURf OR GROUND COVER HAS BEEN ESTABUSHED AND SHAlL BE REMOVED WITHIN 30 DAYS THEREAflER. EXISnNG SILT fENCE ON-SITE SHAll BE MAINTAINED AND OR REMOVED AND SHAlL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS Of EXTREME IMPORTANCE TO BE AWARE Of CURRENT FlELD CONOlnONS WITH RESPECT TO EROSION CONTROl. TEMPORARY PONDlNG, DIKES, HAY BALES, ETC., REQUIRED BY AGENClES/O\WolER SHAll BE INCIDENTAL TO THE GRADING. . THE GRADING CONTRACTOR MUST BE AWARE Of All EXISnNG AND PROPOSED ununES . AlL STREETS DISTURBED OUmNG WORKING HOURS MUST BE CLEANED AT THE END Of EACIi WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING Of DIRT ONTO PUBUC STREETS. . STREET SWEEPING/CLEANING TO BE PERfORMED DAILY OR AS NECESSARY . INLET PROTECnON TO BE PROVlOED fOR All STORMWA TER INLETS . THE POND IS TO BE SEEDED WITHIN 72 HOURS AfTER FlNAL GRADE IS ESTABUSHED . THE SITE SHAlL BE STABIUZED WITH A SOB SEED MIX AND TYPE 1 MULCIi IN ACCCOROANCE WITH MNDOT 2575 UNLESS OTHERWISE NOlED. . THE SITE MUST BE KEPT IN A WELL-DRAINED CONDlnON AT AlL llMES. THE CONTRACTOR SHAlL BE RESPONSIBLE fOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVlOED WITH A POSInVE oumow. . PUBUC STREETS USED fOR HAUUNG SHAlL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHAlL BE CONCURRENT WITH EARTHWORK ON SITE. . HAUL HOURS AND ROUTES MUST BE CONFlRMED WITH THE CITY PRIOR TO BEGINNING WORK . AlL TEMPORARY STOCKPILES MUST HAVE SILT fENCE PLACED AROUND THEM TO TRAP SEDIMENT . THE PERMANENT POND USED AS A TEMPORARY BASIN SHAlL BE CLEANED OUT AFTER FlNAL STABlUZA nON Of THE SITE. . THE POND SHAll BE UNED WITH 2' Of a.A Y MATERIAL BELOW TOPSOIL . AlL EXPOSED SOILS NOT TO BE GRADED fOR: 7 DA YS (~ 3: 1 SLOPES), 14 DAYS (10:1 TO 3:1), OR 21 DAYS (10:1 OR FlATTER) SHAlL BE SEEDED AND MULCHED. . ANY SLOPES LONGER THAN 75' IN LENGTH SHOULD BE BROKEN UP INTO SECllONS WITH BID-ROlLS PLACED ON THE CONTOUR fOlLOWING BLANKET APPUCA nON . BITUMINOUS" CONCRETE REMOVALS USlED ON THE GRADING PLAN WIll BE COMPLETED UNDER THE DEMOl.JnON CONTRACT. BENCH MARKS TOP NUT Of H'I'ORANT LOCA lED SOUTH Of ENTRANCE ON WEST SIDE Of GALPIN ELEVA nON=1036.62 LBGBND: ~ ---- -- -960- -980_ -..- nrnom; ~I AORINC: DENOTES SILT FENCE (TYPE I, MACHINE SlICE. SEE DETAILS) DENOTES HEA V'f OUTY SILT FENCE (TYPE II SEE DETAIL) DENOTES TREE PROTECllON fENCE DENOTES EXISnNG CONTOURS DENOTES PROPOSED CONTOURS DENOTES PROPOSED STORM SEWER DENOTES EXISnNG STORM SEWER DENOTES EXlSnNG TREE UNE DENOTES APPROXIMATE TREE REMOVAL UMITS DENOTES PROPOSED SPOT mVAllON DENOTES EMERGENCY OVERFtOW mVA nON )t [}-I>I>-{J ~ rYY'Y"rY'\ ....,. E.O.F. ~ ~ DENOTES EROSION CONTROL BLANKET (MNDOT 3885, CATAGORY 3, WOOD fiBER 2S.) DENOTES BID-ROLL EROSION CHECKS / STRAW WATTLE [-15 20041064GOF01.DWG ........ Dolo: 02/21/05 -= 2 OF 6 Pinehurst Grading Drainage &: Brosion Control Plan n....h_ Mhmeeota g ~ '" '- '" 002005-\[\ \ -, Ur-~ '} J \ ~ \ \ \ \ \1 ~\ ,\ \ '\0-%~ \I~ "'I ~-l ~ ~ - - - - - -GRADE.-O~EEe ~LE BEHIND /,0 ~ ~ j 1 \. \ \ ~ \ '\\ ^ ~~ \ \.\f\: 1\ \ '- '~... \'--.. \ () BOULDER RETAINING WALL / ( - ~ ~ %, \, ~I% '-." ~ \ii\i~.'~ ~ A!~!Jja, ~ ~ I SECTlONSO~~~r::,) / ( TW~10~5 "'\ ~~: \ ~ ~ ~~~ IT(n ^ 1:::a:rJ IJ I \ I J'O> BW=1050\0, [J \. DE lUMI~OU ~ Jl II I\VI V.... \ \ \ <! TW~lO 7 L I J ::l~:g~ \ TW=1~.2 L (~) '.s- :f.'- · \\. ~ ~g" ," "'~ ...;;::~g I' rREMOVE~61~::g [~lg~:~ I' l~ '~:;;;00\ II\.B -lo:g \\ · 4i . . - "i ~ -'--'..-,&.. ,~ '= '" """"'" \ ~\ ~o, "(' )~\I"~\( Itl.n \Llti~~,,,,,~~ ~~~ ~. ",-j>_->;!,_ 0 ~ TV _ ~~~~' '., \ \ \S l\'\\.~ . Jo ~~ "I-:~t~~.'lI'..fj ~ '1" ""...::s."I"Wr~ \ . 0 \ \'g ~ \\~ ~ :~~~\' ~ '" F:\ -' 'I Qost,.'YI: l'of ~'Ch .5 ~ J,j\" -~ ~.I ~~ ~~!~ \ 4O.liJ " ..... lil,' 'g ~ ~ % /26~O~ '} .' III \' ~ \ -.A' ( 1053. "1~ ~ j ~ ~ 6 fre';'\ , ~1.1 ~2.8rt\!~ ~ ."!' ~ \\~~ ;;-~lU.t.ifO~ R 3 I iJ/lb~~~.9~ -stoQ- (rt I s':9~) '" g\! \ J 1033.8) s..-- ;~ri 'r\\ ~ ''?g f/" .~.~ \l: .\\'~ crs. I ~ I G 106'2.6 I,' ~::,l~'''' III /. .5; 'j - r \ ""Q?2) ~ < .~. ~,y':yO~&~gO ~ ,~lof ~ ~~_ ~l\- ~ .p V~L*~;)~J'k."r21 .::..' Zj-~.A ;L^h';r u' I G '~1.~ liJ I 'C ~\'\. -j)*~ *\ \ ;j,,-- -;;;,............... ,...-; / . ..11&'.. 'rr7W-' ~ I ...~. t 2/~-, ;;. ~'\," "o'\;> ~ ~ /~~~. .......... /~ --v.-. ~ ~~ ",.. r/ - . " '6- ~. .~ ~ .~ "" ..".._81.'~ .,.o..~ 60.0'J".&~" --.~ J! ,. ~ .;;0.""" ..,1 I -a "~ 'ti "~!b / ... ',q,.<iIl>..'\. ..... ~ '1~' ~" ". Ai!'-.dl7.... ..,..~ S L \.. ,.,..~' / \ 'i- <l' .. ~ ' ;Y ">'?!.,,'.......... ':.d V- ruM -B~. /."' 1 17 ('\0 e....- /~ ' ,~"'S..~"'~/_~-:aJ(; I &,.&'1...- ~ .' -:-:' . .. . . W>." . . '." 7t' A_ ,~ '/,.&s Jr I ~..,s ~ , '& ~/' ~....(""~~ , -;; ~ tI'!""' '" A-"~~'v -~-;'s:' ..... . '\\ / y>G' "06'" '\ ~7.0.,~ ~,~~ )&O~~. '__- j\1 il-Q3.liJ '\ r ~~~) 7 '!!oO~ ,... ~r<- ,~:, .. '- ... _.,~. . . s.'l.O. ,. u: '6'/ ~x "-'-c A 6- ;;'l"~/- H-1 \ -_-~, ra "!>v.J v~-:\ . f-;;;;:r: \. v. ,,'h '\ r..V,,' ~,~ V /;., ~,'\; I' \ ~%(11~0~oll' G ,110J.r'lL '} I~j. '.1. "x~ "f -""" R B:1 _ - ,......:, (t r~, ':Jv~ '7; ~:GV"~"~ s \ ~Ulif~ ~'T;J ~J-!--Lthx-r-: '~r II G\~I i"'G '0~1.9 ~ ~.A '%' ....' 3 . ~ ~'l> - L/ ~ ~%~T LJ' /' !o.t;.~~ ~ VI ..ill.Q'j 16 ;....0- . -=- ~)T ~ 'JiJr'!l r i~ WO.~ I 2 R(1) r-::-__~..~ ~h b'V'/ ./.:fF:. / A"8:.,~ l' A ., 71) ~ {fL..'( 'lUll - -~~ --:-:::: - ,... _ ~ ~ / ~~.J,~, / ...'i> /0' ~ ,'1 - ~.. . \ V 105~.0 ,', 105 ;(tj}:x;~~o. I"': 004~: I .40.liJ,.@:>~Tffi I 1,!' " ~~~~~.. ~.a;P7~'~ ~~~!@, . '.', , :\.._~~.~ //j,:rJ\--r~~\l~; ~~O~~~.~I 'OS,. ~ \ ~~'~f/ ~~ ..,;;::: '~~.: ,,:~': '. ;;"';:..:..': ::.... :.:::' './ p I~\~' ~ \ }~~..oft ~~~ '~ ~V~~/ _ ...<;j.... ..~::::...r..........~ .~. 'S. ~,;~.,..:;.~'-' ,kro~) "r ~-' ~7..l1 ..7<llW /:; ') - "<!r' .:..... \ 'i>~')';; ).&~ / /J if lj; ., ~' . /7 ~ 0' ~. :"i~ ~.nfi;;2 . ~7. ~ ~~9 J, 3 <> - - !oO.~ . / ~o.. ~~.. ":"- \1.Ji:~~ .. c2 ~~~ .. ~ ..1 ~<:l " .~ T ~ ~ ~:..;. ;- n:.~ . . ~~~ f' ":'. .,,,,~~,, V,P-, "Qt " ~.~ ("":,, ~ ~' -:;...-: ''\,I<!''''}!//' . ...... \ ..~, //-:!ll '1' ,,0'1' .. 1 I I :; ." - V ..',~ ;>./,,0. ~~ "" /I.......~ ~ '. _ ..d f/ I ~. "':-". .d<''t '^' :/1'. .~.. , k.:-' ) (c/,,~ 1 , \~ './ y,.r/) \~ I "',.: . .' . , ~ ~. _- U': ,Q.~o.Z 'h '/'" . . . L_' r ~ = \ ' E'- ~./ I ~ ~ ~ --.,. A... .'.. . ..' . .!~ V -x~.6'\ -I.. y -.I-()"~ ) - 3tt.l~ !~~~ l.J~ ~ ~ ,,~./- ~Q Yh....' .. ~7.~i"- ~/ /\. ,~.." 1 .. '9~"")\("1'~~- ~~ ---Ckl\ C'IA f~.8 1,\,J),r~ :~./ ~. <; s.-: /~ .",- K VJ.--.v k-I' ~ f'" I ~~O ".. /./.. ___//. .'~..' l"'lN.n.01U -. .....~ ,,'" ~, - =, ~OJ.'-J ,: .., 4 ..1 ,'v8101 G. "/ '., 1/ . ~ _. ___~~,y-", :~~ .3~.<>>'. L-'1 '. ;j. ~l · L I 'II ( , ~. . .' /J L _ 'ti::'\. ~:'I9Jl1 . / / ~, :', ..... . . ~ . ''{:>'''-'''' ~ "IS] ~ JIIift:7 / G ./ fJ.o ~. I~ I 'k. .,..... ~ /'Y'~.~~.' :".Iyr -.' .l.., '''2' ~ :".- '-.J.......""... """::; ~ '1h~~ 1.!6i '\-- ~ VA ~. .:.:.: ~Ii :s--....~ U z;..... i'~~'/~ -.......;~- ~~ ~71~?i G' ~I .L-'r ~ r--j'- :;",gS.~' . .' ~76 Y. ~~ d'''::' 10.""14 J;.liJ~ ::::-,^. ~. ,~~ ~ ir Z - ~~ ~. ..~.., i : .~..'..'. :/.,'/fi'4..liJ z~~y, { . .... ; I , ~~~'t< .!l . lJ..? trr..:;o:Y)~~~ .." - '..:'. v.1 II . 4 ~I ;.H ':;A " '. :,,~ ..... I I "? W 1/-"'::::' ~ as tt!f I 0~6.0_ ".;::77]J.;: "::I~" - - :::?:: .f.>... . . .:: .... .::: ;:..' Z.' '. '. .. .'. . .. H1f.. --/Y Q( 1~'~ r ~~ ,,~o):.. ~. . \~~ N ::. .:....:;:: i':' . /!frlo N 19. .' 1 rJ.. ~- ~ I ~".~ ~~~ ........,~ . . ..u<:.... ... . . ~_ I n-, fL, .{i);~D~ Jml~j!45 T ) 111../ - ~~ .... ~ ~~~:x':;> '. I", r; I - a. T I .': .' '.: s 0 (soon: ~~P.). .1 J..!-' .---"'.;;'~ __ ,... ii . ... ;:5-, ~.' .. C R= ......, I ::.1 ........... "'~ . .-!-' f\ ;:;:',~ '7 .. '.~' . '--B '1 ... ... .). INSTAlLATI " :> I ",..." . L' ~ ../. f-.J -:-~ o(;;'.-ar '\ ~~~D - I 11-1 31.0, II : Y; 0 "". __ ,~; - ~ 02U ""T ~ ql ~ ~~,,~! 0 ./. BN-103i:cy'" / Ilfa1 .0 TW=l~ / / ~ _-lOd.'Y{ T '- ;.:7. -.r..... . 10, '~' '\. ~ . u I I ,f!w,. 28.0 BW~102l"O.J ,'1,/ ~ ~.O ~'NY.\.-102~.0 ~<! '- SILT rt....Y:.i ./ _ _ ~EOGE^J1I /'/, /' .~ J. -10 . ./, Hv.t.~~2 -- () ~... \'ItB.I.'..././ 1; N lYP 2~ /- -.J.Cm;.o~~_~ r=-t ,':,' ./ nnl n^ I ~ r.=f-x -~ ~ I' ~ B in.. .^'~ ~ T/ ~ ~~" 5(}rl2 ,UUI' VI V T~-~ ...J pl "~He[nr ...;;. . '..-t~ ..Jj(.10 .5:....... 'p,P.-''11l:~:w>'./ -'1M .l.........~.\l ~_-- -:::',i /1 r~~ ,~ 't!9'?':E~ ,.... ~:::!~~ L -A~/\D,i;)ln/'r- _ ~v~ //'A9C!J~ ,A~ /f~l' ; f-~ 1#;r,~~!O,'~iE,,;,tiTS~(l\.'t'~>:f~0!li~T~"~"~~) (/~})~ ~- ~/ /.. ...1~- ~'-/ YS4G I ~ -~ I 00'\\ I 1_" IIVIV \ \~I ~~ / / ~ ~ ~ i ~~C I )~,,! I /~ '04L_JCJ14 -I "'-'000. , ~1 \,~) ,-.;;;:!. '" " " ~ '" '" .. :g ~ " .. '" " " .. ... i ~ ;: I'" I .....,. .." ... ... .... _ ....... ., _ _ __ ., =?JJW"'=-- CIda~PJl. .- 01/05(06 .- No. 40853 - :~~ ::= = ~ === t::1 :~:: ::'~~IAJW) I \ \ ~;~ I"~ \ v..~~;\ I J .AN ?/~-- I~ ill!~Q 0 ( ~~,~; Mil I ROCK EN i AIo I IfN, 7 '~1.~. It I I ( r- '~1\ ~J~~:\ . ' ~WI' ,!'-i ~~ -'-.. ~ rw;'l. ". VI 911c' ~ :< ,.I@:~ I #.:1 ~leS \ r~J :3lt i 8 I i ~ /'!r't~~ !I "'C \ t-- I) - ')r i fl // . f;/II/ ~/)1 i '~ l~~ lj/; 1__ '/i/71 1&&1 ;/ "'~~ / (.;: / II 11 II I -I : ~ I t-- I -."-", aN Odd CD( bIMra CIN -. DIIItr'- _AIIIII l'Iepued far: Plowshares Development, LLC. 1851 LUe DrIft Welt. Saile S50 "..."......, MIDDeIota. 55317 Westwood Professional Services, Inc. 7599 AMgram Drfw Eden PraIrie, MN 55344 Phone: ft2....J7.S15D Fax: '52-137-5122 Coli 48 Hour. before digging: GOPHER STATE ONE CAll. Twin City Area 651-454-0002 Mn. Toll free 1-600-252-1166 GENFRAL GRADING &. DRAINAGE NOTFS' . ALL CONTOURS AND SPOT ELEVAllONS ARE SHOWN TO FINISHED SURfACE/GUTTER GRADES UNLESS OTHERWISE NOTED. . REfER TO THE SITE PLAN~ECORO PLAT fOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. . THE CONTRACTOR SHALl. VERIFY THE LOCAllON AND ELEVAllON Of EXIS11NG UllUllES AND TOPOGRAPHICAL rEA lURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCllON. THE CONTRACTOR SHALL IMMEDlA TEL Y N011FY THE ENGINEER Of ANY DISCREPANCIES OR VARlAllONS FROM PLAN. . THE CON'!RACTOR IS TO CONTACT GOPHER STATE "ONE CAll." fOR UllUTY LOCAllONS AT (651) 454-0002 · ALL CONSTRUCllON SHALL CONfORM TO LOCAL RULES INCLUDING THE NA l10NAL POLLUTANT DISCHARGE EUMINAllON SYSTEM (NPDES) PERMIT REQUIREMENTS . POSIllVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL llMES IN ACCORDANCE WITH NPDES PERMIT. · ALL RETAINING WALL ELEVAllONS REPRESENT FINISHED GRADE Of SOIL AND DO NOT REPRESENT BURY . TOPSOIL RESPREAD SHALL BE 0.5' ON PADS AND 0.5' ON OTHER GREEN AREAS. . ALL CONSTRUC11ON ole DEWATERING SHALL BE IN CONFORMANCE WITH NPDES REQUIREMENTS . ALL RETAINING WALLS SHALL BE DESIGNED BY OTHERS . WE1LAND BUFTER AREAS SHALl. BE STAKED AND SIGNED IN ACCORDANCE WITH THE CITY'S Wl::1lAND ORDINANCE BEFORE CONSTRUCllON . AlL SILT FENCE AND OTHER EROSION CONTROl. rEAlURES SHAlL BE IN-PLACE PRIOR TO ANY EXCAVAllON/CONSTRUCllON AND SHALL BE MAINTAINED UNTIL VIABLE lURf OR GROUND COVER HAS BEEN ESTABUSHED AND SHALL BE REMOVED WITHIN 30 DAYS THEREAFTER. EXIS11NG SILT FENCE ON-SITE SHAlL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE Of CURRENT FIELD CONDlllONS WITH RESPECT TO EROSION CONTROL TEMPORARY PONDING. DIKES, HAY BALES, ETC.. REQUIRED BY AGENCIES/OWNER SHALL BE INCIDENTAL TO THE GRADING. . THE GRADING CONTRACTOR MUST BE AWARE Of ALL EXISllNG AND PROPOSED UllUllES . ALL STREETS DISlURBED DURING WORKING HOURS MUST BE CLEANED AT THE END Of EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE '!RACKING Of DIRT ONTO PUBUC STREETS. . STREET SWl::EPING/CLEANING TO BE PERfORMED DAILY OR AS NECESSARY . INLET PROTECllON TO BE PROVIDED fOR ALL STORMWA 1ER INLETS . THE POND IS TO BE SEEDED WITHIN 72 HOURS AfTER FINAL GRADE IS ESTABUSHED . THE SITE SHALL BE STABlUZED WITH A SOB SEED MIX AND lYPE 1 MULCH IN ACCCORDANCE WITH MNDOT 2575 UNLESS OTHERWISE NOTED. . THE SITE MUST BE KEPT IN A VtUL-DRAlNED CONDlllON AT ALL llMES. THE CONTRACTOR SHALL BE RESPONSIBLE fOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCllON. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSIllVE oumow. . PUBUC STREETS USED fOR HAUUNG SHAlL BE KEPT FREE Of SOIL AND 0E8R1S. STREET SWl::EPING SHAlL BE CONCURRENT WITH EARTHWORK ON SITE. . HAUL HOURS AND ROUTES MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK . ALL TEMPORARY STOCKPIlES MUST HA VE SILT FENCE PLACED AROUND THEM TO 7RAP SEDIMENT . THE PERMANENT POND USED AS A TEMPORARY BASIN SHAlL BE CLEANED OUT AfTER fiNAL STABIUZAllON Of THE SITE. . THE POND SHALL BE UNED WITH 2' Of CLAY MATERIAL BELOW TOPSOIL . ALL EXPOSED SOILS NOT TO BE GRADED fOR: 7 DAYS (O! 3: 1 SLOPES). 1~ DAYS (10:1 TO 3:1). OR I I I I 21 DAYS (10:1 OR fLATTER) . I . . SHALL BE SEEDED AND MULCHED. O' 50' 100' '50' . ANY SlOPES LONGER THAN 75' IN LENGTH SHOULD BE BROKEN UP INTO SECTIONS WITH BID-ROLLS PLACED ON THE CONTOUR fOLLOWING BLANKET APPUCA l10N . BllUMINOUS ole CONCRETE REMOVALS USTED ON THE GRADING PLAN WILL BE COMPLETED UNDER THE DEMOlJ11ON CONTRACT. BENCH MARKS TOP NUT Of H'l'DRANT LOCATED SOUTH Of ENTRANCE ON WEST SIDE Of GAlPIN ELEVAllON-1036.62 LBGBND: ~ ---- -- -980_ -980_ -..- 0--.., -0 DFNOlt$ ~0I1 RORINC: DENOTES SILT FENCE (lYPE I, MACHINE SUCE, SEE DETAILS) DENOTES HEAVY DUTY SILT FENCE (lYPE II SEE DETAIL) DENOTES TREE PROTECTION FENCE DENOTES EXlSllNG CONTOURS DENOTES PROPOSED CONTOURS DENOTES PROPOSED STORM SEWER DENOTES EXISllNG STORM SEWER DENOTES EXlSllNG TREE UNE DENOTES APPROXIMATE TREE REMOVAL UMITS DENOTES PROPOSED SPOT ELEVATION DENOTES EMERGENCY OVERflOW ELEVAllON DENOTES EROSION CONTROl. BlANKET (MNDOT 3885. CA TAGORY J. WOOD FIBER 2S.) DENOTES BID-ROLL EROSION CHEO<S / STRAW WATnE E-15 20041064GDF02.DWG )t ~ rv-vv-v-v--. ....30 E.O.F. m::0l ~ ..-... Dote: 02/21/05 _ 3 ()11 6 Pinehurst Grading Drainage &: Erosion Control Plan n....h-. ~ o 2005 W....twood Profe..lonol Servlc..... Inc. S? -. c5 C' .kt- \ ~ (3 ~ -. (~ y ~ f~ 'C VC5 ;~ (.) \ ~ L'J Q:: \ W') \ \\ \ ,/.- \C0 \ \ \ \\ I ~_-----1 / ~ I /' I / / I / I / = ~ u L-.J --- -- --- ~ \. S \ \ \ \ \ \ \ \ \ \ ) /' / / g OJ '- '" OJ '- ~ '" :> '" gj ~ .... )!5 ~ OJ ,- 0> . "0 ,- .. & ~ :u ,- ;: I'" AI'" -;:'''' ''IV. ....., (~ -. c5 n~ ---- --- !;! 3 -- \ -4 '/ "''''',7''I''''''I,./..........d3 ~ nUVI'V/v - -- MH-3 I u,,.-..nn , nvvv E/<- 8"DIP EX. 8. PVC I ~(( I ~r- :. I I I ~~/OODR/D(;E ffE/GfiTS 3RD f5,"""Tro., ,., IIVI" --;- ,.-----, r-----l \ " / -~ I I / ( -.... Legend ~ SANITARY SEWER - <I - WATER -1- H~. W~AL~ '0 STORM SEWER - <1<1 - PROPOSED SANITARY SEWER WATER H~. W~AL~ STORM SEWER -4- -I- I -..- I ...., ...". .. .. .. .. ....... " _ . ... ., =?JJW~- Cbdo~PJl. _ f1l/05/06 ~ No. 40853 Westwood Professional Services,lnc. - =9::= = ~=== f:l 0l/05jn1 REWlED PER REPl.AT (A.M.WItW) -. .. AlII. ~ CIbf ~ AIM ..... DlIIwIM "",... P!epored for: Plowshares Development, LLC. 1851 Lab Drift Welt, Salle 5SO n.Oftlo_. Mbmeeota 55317 75.._0.... Eden "'- MN 55344 Phone: ltS2--IJ7.51sa 'aJC H2..'J7..S122 Coli 48 Hours before dlgglng: GOPHER STAlE ONE CAlL Twin City Aroo 651-454-0002 Mn. Toll free 1-800-252-1166 STORM SEWER CASnNG SCHEDULE STRUC1\JRE CASllNG TYPE NUMBER TYPE D1A. BUILD 1 CBMH 48. -R09' R-3290-L 2 CBMH -~. "7?' R-3290-L 3 CBMH ~. 5.:n' R-3290-L 4 OCS ~. 8.07 SEE DETAIL 5 rES 15. - - 7 rES 18. - 8 CBMH 48. 4AA' R-329o-L 9 CBMH 48. 4.75' R-3290-L 10 CBMH -~. 10.75' R-329o-L 11 CBMH 48. 6.7'" R-329o-L 12 CB 48. 4.M' R-4342 13 STMH ..... 1'7 ..... R-1642 14 CB 2'X3' 4.44' R-3290-L 15 CBMH 48. 13.95' R-3290-L 16 STMH 48. '''.50' R-1642 17 CBMH 48. 527' R-3290 L 18 C8MH 48. 4.62' R-3290-L 19 CB ..... 4.50' R 4342 20 C8MH 48. 616' R-3290-L 21 CBMH ~. 8.88' R-3290-L 22 CB 48. 4.50' R-4342 23 rES ." . - - 24 CBMH u. '77.09' R-3290-L 25 C8 2'X3' 4.60' R-329o-L 26 CBMH ~. 7.04' R-329o-L 27 C8MH 48. 4.83' R-329o-L 27A C8 48. 4.44' R-329o-L 28 C8MH 48. '7.65' R-3290-L 29 C8 48. 4.45' R-4342 JO C8MH 48. '74.59' R-3290-L 31 CBMH 48. 2743' R-329o-L 32 CBMH n. VI.n' R-329o-L JJ STMH 48. 28.95' R-1642 34 C8MH ~. '7131' R-329o-L J5 CBMH 48. 13.90' R-3290-L 36 C8MH 48. 662' R-329o-L 37 C8 'X3' 4."-~' R-3290-L J8 C8MH 11.72 R-329O-L ~ ~ . "5' R_ 4:\4'7 {JQA 5.4 . 1>-""42") or 1>~42 41 CB ,~ . R-3290-L 43 C8MH 48. 4, R 4342 44 C8MH 48. 5.37' R-329O-L 45 CB ~X3' ",4'" R-3290-L 46 rES '71. - - 47 STMH ... ........"'. R-1642 48 STMH 'B. 10.42' R-1642 49 C8MH 48. 4.74' R-4J42 50 STMH 48. 4.73' R-1642 51 CBMH 15. 13.54' 52 CB ... 4.44' R-4342 53 rES I~. - 54 CB ... L '7~' R-4J42 )( 0' I 100' I 300' I 200' E-15200-4-10640Af02.0WG Dote: 02/21/05 - 5 OF 14 Pinehurst Overall Plan t"h...h......... Mh'meIota CITY OF CHANHASSEN AFFIDA VIT 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 January 26, 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 Pinehurst 2nd Addition - Planning Case No. 06-07 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 this62(Q+Ylday o~, 2006. ~ I c;; vvvi_T~ .~ - Notary p~ I :::, ,0 t .~~~~~ KIM T. MEUWISSEN I ~, ,,, ~~,., . ,Yi Notary Public-Minnesota ',( -i,;;'." My Commission Expires Jan 31, 2010 . Date & Time: Location: Proposal: Plannin File: A licant: Property Location: What Happens at the Meeting: Questions & Comments: Notice of Public Hearing Chanhassen Planning Commission Meeting Tuesda ,Februar 7, 2006 at 7:00 .m. Cit Hall Council Chambers, 7700 Market Blvd. Request for Preliminary and Final Plat approval to subdivide approximately 28 acres with Variances on property zoned Single-Family Residential (RSF) district; and the Vacation of draina e and utilit easements - PINEHURST 2ND ADDITION 06-07 Lennar Cor oration Lund ren Bros. Construction, Inc. Pinehurst Drive and Galpin Boulevard A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the ro' ect. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about th is project, please contact Robert Generous at 952-227-1131 or e-mail boenerous@cLchanhassen.mn.us. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online at http://206.10.76.6/weblink7 the Thursda rior to the Plannin Commission meetin . City Review Procedure: . Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing, Any interested party is invited to attend the meeting, . Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. . Minnesota State Statute 519,99 requires all applications to be processed within 60 days unless the applicant waives this standard, Some applications due to their complexity may take several months to complete, Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. . A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). . Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have somethin to be included in the re ort, lease contact the Plannin Staff erson named on the notification. Date & Time: Location: Proposal: Plannin File: A licant: Property Location: What Happens at the Meeting: Questions & Comments: Notice of Public Hearing Chanhassen Planning Commission Meeting Tuesda ,Februar 7,2006 at 7:00 .m. Cit Hall Council Chambers, 7700 Market Blvd. Request for Preliminary and Final Plat approval to subdivide approximately 28 acres with Variances on property zoned Single-Family Residential (RSF) district; and the Vacation of draina e and utilit easements - PINEHURST 2ND ADDITION 06-07 Lennar Cor oration Lund ren Bros. Construction, Inc. Pinehurst Drive and Galpin Boulevard A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the ro"ect. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, please contact Robert Generous at 952-227-1131 or e-mail boenerous@cLchanhassen.mn.us. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online at http://206.10.76.6/weblink7 the Thursda rior to the Plannin Commission meetin . City Review Procedure: . Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. . Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciaVindustrial. . Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. . A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). · Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have somethin to be included in the re ort, lease contact the Plannin Staff erson named on the notification. 1, 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 9466.03, Subd. 21 (2000), and the user of this map acknowledges 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. 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 9466.03, Subd. 21 (2000), and the user of this map acknowledges 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. CAROL ASLESEN CHILD 6482 MURRAY HILL RD EXCELSIOR, MN 55331 -8994 PATRICIA HELENE STAMP & GORDON L STAMP 1960 WHITETAIL RIDGE CT EXCELSIOR, MN 55331 -9099 KENNETH W & NANCY C EATO 1950 WHITETAIL RIDGE CT EXCELSIOR, MN 55331 -9099 RICHARD E & KAREN HERRBOLDT 6464 MURRAY HILL RD EXCELSIOR, MN 55331 -8994 DOUGLAS V SCHROEDER PO BOX 625 CHANHASSEN, MN 55317 -0625 BERNARD C JR & SANDRA BENZ 2061 65TH ST W EXCELSIOR, MN 55331 -9006 WILLIAM C & JUDITH J ASHENBACH 2041 65TH ST W EXCELSIOR, MN 55331 -9006 DANA F NICHOLSON & DEBRA A PITTMAN 6500 GALPIN BLVD EXCELSIOR, MN 55331 -9013 SCOTT G & LISA B CHRISTIAN 5500 MAPLE HEIGHTS RD GREENWOOD, MN 55331 -6801 WILLIAM V & NANCY M SWEARENGIN TRUSTEES OF FAMILY TRUST 635 CLEARVIEW AVE S MESA, AZ 85208 -1922 MICHAEL J STACHOWSKI 2050 CRESTVIEW DR EXCELSIOR, MN 55331 -8007 BRUCE A & JEAN A MATTSON 2020 CRESTVIEW DR EXCELSIOR, MN 55331 -8007 KRISTIN F PAUL 1941 WHITETAIL RIDGE CT EXCELSIOR, MN 55331 -9099 TROY PAPPAS & KARl A BRACKELSBERG 1961 CRESTVIEW CIR EXCELSIOR, MN 55331 -8006 CHARLES CHICKS & VICKY R SHERMAN 1941 CRESTVIEW CIR EXCELSIOR, MN 55331 -8006 RICHARD A & JUDITH LINDELL RENO R LINDELL 8433 39TH AVE N NEW HOPE, MN 55427 -1120 DENNIS M & JOAN E CLARK 6651 HAZELTINE BLVD EXCELSIOR, MN 55331 -8039 CHARLES R & KATHLEEN J MOWREY 6610 BRENDEN CT CHANHASSEN , MN 55317 -7560 JOHN A & DEBORAH S MASCHOFF 6613 BRENDEN CT CHANHASSEN, MN 55317 -7560 MARK CONRAD GREGERSON 6633 BRENDEN CT CHANHASSEN , MN 55317 -7560 DAVID L & HOLLY J JESSEN 6618 BRENDEN CT CHANHASSEN, MN 55317 -7560 BRECK 0 & MARLlESE JOHNSON 6621 GALPIN BLVD EXCELSIOR, MN 55331 -8022 PAUL J & KRISTI L BORCHERT 6636 BRENDEN CT CHANHASSEN , MN 55317 -7560 WILLIAM 0 & KRISTEN K FLANAGAN 6653 BRENDEN CT CHANHASSEN , MN 55317 -7560 MICHAEL L & AMY C DEGENEFFE 6654 BRENDEN CT CHANHASSEN , MN 55317 -7560 DAN V & CYNTHIA M SEEMAN 6673 BRENDEN CIR CHANHASSEN , MN 55317 -7560 STEVEN W & WENDY LAM BURESH 6651 GALPIN BLVD EXCELSIOR, MN 55331 -8022 THOMAS & MARY KUHN 6693 BRENDEN CT CHANHASSEN , MN 55317 -7560 JOSEPH R COOK & KATHLEEN L HUNTINGTON 6672 BRENDEN CT CHANHASSEN ,MN 55317 -7560 ERIC M & PATRICIA E BURDON 6690 BRENDEN CT CHANHASSEN, MN 55317 -7560 KIMBERLY K GOERS 6709 BRENDEN CT CHANHASSEN ,MN 55317 -7570 DON W & CHRISTINE A ANTHONY 6700 BRENDEN CT CHANHASSEN , MN 55317 -7570 BRADLEY D HIMLE 6681 GALPIN BLVD EXCELSIOR, MN 55331 -8022 LESTER A COYER & ANNETTE D MCEWAN-COYER 6719 BRENDEN CT CHANHASSEN, MN 55317 -7570 JOHN F & MARIELLEN WALDRON 1900 LAKE LUCY RD EXCELSIOR, MN 55331 -6505 GESTACH & PAULSON CONSTRUCTION 200 CHESTNUT ST N CHASKA, MN 55318 -1920 TROY A BADER & GINA SAUER 2244 LAKE LUCY RD CHANHASSEN , MN 55317 -6706 HERBERT M & DONNA M HILLMAN 6716 BRENDEN CT CHANHASSEN , MN 55317 -7570 SANG C & NHI T KY 6729 BRENDEN CT CHANHASSEN , MN 55317 -7570 JAYSON C DREHER 2144 LAKE LUCY RD CHANHASSEN, MN 55317 -6705 JUDITH ELAINE ALEXANDER 2122 LAKE LUCY RD CHANHASSEN , MN 55317 -6705 DANE S & LISA D DOESCHER 6732 BRENDEN CT CHANHASSEN , MN 55317 -7570 ZHIJUN WANG & YOUFEI WU 2237 LAKE LUCY RD CHANHASSEN , MN 55317 -6706 KENNETH F & KRISTEN L THATCHER 2219 LAKE LUCY RD CHANHASSEN , MN 55317 -6706 XUEBING FENG & XIAOGUANG DENG 6724 MANCHESTER DR CHANHASSEN , MN 55317 -6700 BRIAN J HABAS & SUSAN BLAINE 2021 HIGHGATE CIR CHANHASSEN , MN 55317 -6704 STEPHEN J & LAURIE A KERKVLlET 2201 LAKE LUCY RD CHANHASSEN , MN 55317 -6706 STEPHEN M & HEATHER L PINT 6750 BRENDEN CT CHANHASSEN, MN 55317 -7570 HOWARD M & MARY ANN OLSON 2249 LAKE LUCY RD CHANHASSEN , MN 55317 -6706 BRUCE S & HELEN TERESA SMITH 9 HAWKINS DR NORTHPORT, NY 11768 -1527 GREGORY S LOHRENZ 2165 LAKE LUCY RD CHANHASSEN , MN 55317 -6705 JASON P & TINA M SCHREUR 6691 GALPIN BLVD EXCELSIOR, MN 55331 -8022 JOHN MARK & JANICE RAE MOBERG 6738 MANCHESTER DR CHANHASSEN , MN 55317 -6700 JOSHUA T KRIENKE & CHRISTINA A KRIENKE 2151 LAKE LUCY RD CHANHASSEN , MN 55317 -6705 WILLIAM F & JEANNE A KRAKE 6739 MANCHESTER DR CHANHASSEN ,MN 55317 -6700 SANDRA L WELLS 2051 HIGHGATE CIR CHANHASSEN, MN 55317 -6704 CLEONE B FOSTER 2275 LAKE LUCY RD CHANHASSEN , MN 55317 -6706 JIANPING MEI & RUOPEI CAO 2135 LAKE LUCY RD CHANHASSEN, MN 55317 -6705 ALLEN R & ELIZABETH ANN TAYLOR TRUSTEES OF TRUST 2340 LAKE LUCY RD CHANHASSEN , MN 55317 -7561 LARRY A & SUE A MARTY 2117 LAKE LUCY RD CHANHASSEN , MN 55317 -6705 DAVID M & JULIE A FUECKER 6751 MANCHESTER DR CHANHASSEN , MN 55317 -6700 DANIEL D & DENISE A OLSON 6776 MANCHESTER DR CHANHASSEN , MN 55317 -6700 JOSEPH WILLIAM & DEIRDRE D ERB 6787 MANCHESTER DR CHANHASSEN , MN 55317 -6700 DOUGLAS E & MARY K JOHNSON 6474 MURRAY HILL RD EXCELSIOR, MN 55331 -8994 IND SCHOOL DIST 276 261 SCHOOL AVE EXCELSIOR, MN 55331 -1987 PAUL S TUNGSETH 2051 CRESTVIEW DR EXCELSIOR, MN 55331 -8008 STEVEN S & LORI A ABBLETT 2081 CRESTVIEW DR EXCELSIOR, MN 55331 -8008 SCOTT D & CYNTHIA L BOEDDEKER 6710 MANCHESTER DR CHANHASSEN , MN 55317 -6700 DANIEL J DOHSE & MARIT S LEE-DOHSE 2058 HIGHGATE CIR CHANHASSEN , MN 55317 -6704 COURTNEY W & CHRISTINE CLAFLIN 2040 HIGHGATE CIR CHANHASSEN , MN 55317 -6704 PLOWSHARES DEVELOPMENT LLC 1851 WEST LAKE DR SU ITE 550 CHANHASSEN , MN 55317 -8567 LECY BROTHERS CONSTRUCTION INC 15012 HWY 7 HOPKINS. MN 55345 -3634 U S HOME CORP 935 EAST WAYZATA BLVD WAYZATA, MN 55391 -1849 EDWARD M & CHERYL A BLACKFORD 6788 MANCHESTER DR CHANHASSEN , MN 55317 -6700 CHARLES R & BEVERLY J JACKSON 2110 CRESTVIEW DR EXCELSIOR, MN 55331 -8009 DORIS L NIKOLAI REV TRUST 6570 GALPIN BLVD EXCELSIOR, MN 55331 -8020 ERIC W & GRETCHEN G LOPER 2076 HIGHGATE CIR CHANHASSEN , MN 55317 -6704 JEFFREY A JORGENSEN & HELENA B ST AFKO 2028 HIGHGATE CIR CHANHASSEN, MN 55317 -6704 TIMOTHY P & HEIDI S LARKIN & LECY BROS CONSTRUCTION 2150 CRESTVIEW DR EXCELSIOR. MN 55331 -8009 Public Hearing Notification Area (500 feet) Pinehurst 2nd Addition City of Chanhassen Planning Case No. 06-07