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09-17-24 Agenda and Packet A.6:00 P.M. - CALL TO ORDER B.PUBLIC HEARINGS B.1 Consider Preliminary Plat Approval for Avienda Townhomes Addition (Planning Case 24- 17) B.2 Hope House Conditional Use Permit and Site Plan Review (Planning Case #24-16) B.3 Consider a Conditional Use Permit for a Contracting Yard at 1591 Park Road. (Planning Case #24-09) C.GENERAL BUSINESS D.APPROVAL OF MINUTES D.1 Approve Planning Commission Meeting Minutes dated September 3, 2024 E.COMMISSION PRESENTATIONS F.ADMINISTRATIVE PRESENTATIONS G.CORRESPONDENCE DISCUSSION H.OPEN DISCUSSION I.ADJOURNMENT AGENDA CHANHASSEN PLANNING COMMISSION TUESDAY, SEPTEMBER 17, 2024 CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD NOTE: Planning Commission meetings are scheduled to end by 9:00 p.m. as outlined in the official by-laws. We will make every attempt to complete the hearing for each item on the agenda. If, however, this does not appear to be possible, the Chairperson will notify those present and offer rescheduling options. Items thus pulled from consideration will be listed first on the agenda at the next Commission meeting. 1 If a constituent or resident sends an email to staff or the Planning Commission, it must be made part of the public record based on State Statute. If a constituent or resident sends an email to the Mayor and City Council, it is up to each individual City Council member and Mayor if they want it to be made part of the public record or not. There is no State Statute that forces the Mayor or City Council to share that information with the public or be made part of the public record. Under State Statute, staff cannot remove comments or letters provided as part of the public input process. 2 Planning Commission Item September 17, 2024 Item Consider Preliminary Plat Approval for Avienda Townhomes Addition (Planning Case 24-17) File No.24-17 Item No: B.1 Agenda Section PUBLIC HEARINGS Prepared By Eric Maass, Community Development Director Applicant Landform Professional Services Present Zoning Planned Unit Development District (PUD) Land Use Mixed Use Acerage Density Applicable Regulations SUGGESTED ACTION "The Chanhassen Planning Commission recommends approval of the Avienda Townhomes Addition Preliminary Plat prepared by Landform dated August 23, 2024, subject to the conditions within the staff report and adopts the attached Findings of Fact and Recommendation." SUMMARY The city previously approved the Avienda Townhomes project and homes have begun to be built within the development. With the review of building permits it was noted that the State of Minnesota building code section 401.4 "Intake Opening Location" requires a distance of ten (10) feet from an exterior vent to a property line or buildings on the same lot. The builder will be venting the homes on the sides of the homes and as a result the townhomes portion of the development needs to be replatted so that the lots are large enough to accommodate the homes proposed for the lots and still have the required ten (10) 3 feet of spacing between the exterior vent and the property line. No other changes are proposed with the Plat. BACKGROUND DISCUSSION RECOMMENDATION Staff recommends approval of the Preliminary Plat as presented. ATTACHMENTS Land Use Application Staff Report Finding of Fact and Decision Avienda Townhomes Preliminary Plat (2024) Avienda Townhomes Final Plat (2024) Avienda Townhomes Civil and Landscape Plan Set (2024) Avienda Townhomes Preliminary Plat (2021) Avienda Townhomes Final Plat (2021) Public Hearing Notice to Sun Sailor Affidavit of Mailing 24-17 Affidavit of Publication 24-17 4 5 6 PROJECT: The applicant is requesting Preliminary Plat approval of the Avienda Townhomes Addition. Planning Case 24-17. PLANNING COMMISSION REVIEW DATE: September 17, 2024 60 DAY ACTION DEADLINE: October 25, 2024 DRAFTED BY: Eric Maass, AICP, EDFP, Community Development Director STAFF REPORT DATE: September 13, 2024 STAFF RECOMMENDATION: Staff recommends approval of the preliminary plat as proposed and recommends adoption of the findings of fact and recommendation as presented. LOCATION: Avienda APPLICANT: Charles Cudd Company 15050 23rd Avenue North Plymouth, MN 55447 OWNER: Level 7 Development LLC 4600 Kings Point Road Minnetrista, MN 55331 CURRENT ZONING: Planned Unit Development - Regional Center (PUD-RC) 2040 LAND USE PLAN: Commercial and Office ACREAGE: 14+ acres 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 PROPOSED MOTIONS: "The Chanhassen Planning Commission recommends approval of the Avienda Townhomes Addition Preliminary Plat prepared by Landform dated August 23, 2024, subject to the conditions within the staff report and adopts the attached Findings of Fact and Recommendation." 7 Avienda Townhomes Addition Preliminary Plat Approval (Replat 2024) September 13, 2024 Page 2 Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. PROPOSAL/SUMMARY Subdivision of 14+ acres into 39 lots and 6 outlots. APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article Sec 20-509 Standards and Guidelines For Regional/Lifestyle Center Commercial Planned Unit Developments District BACKGROUND The Avienda Development PUD was approved in 2020. The PUD was given final plat approval in July of 2021 with an amendment in September of 2022. The first phase of the project was the Townhomes which received approval in October of 2022. The City previously approved the Avienda Townhomes project and homes have begun to be built within the development. With review of building permits it was noted that the State of Minnesota building code section 401.4 "Intake Opening Location" requires a distance of ten (10) feet from an exterior vent to a property line or buildings on the same lot. The builder will be venting the homes on the sides of the homes and as a result the townhomes portion of the development needs to be replatted so that the lots are large enough to accommodate the homes proposed for the lots and still have the required ten (10) feet of spacing between the exterior vent and the property line. No other changes are proposed with the Plat. EXISTING CONDITIONS The site is currently an active development site with utility and roadwork completed. SUBDIVISION REVIEW The applicant is requesting subdivision into 39 lots and six outlots. The property is part of the Avienda PUD. The zoning is Regional Commercial. As a part of the PUD , the property was given a density of 3-6 units per acre. This residential use was given to provide a transition from the residential zoning to the west and transition to higher density to the east. 8 Avienda Townhomes Addition Preliminary Plat Approval (Replat 2024) September 13, 2024 Page 3 PRELIMINARY PLAT Parcel Table 2021 Plat 2024 Plat Lot/Block Area (S.F.) Lot/Block Area (S.F.) 1/1 4,840 1/3 5,120 2/1 4,840 2/3 5,445 3/1 4,840 3/3 5,445 4/1 4,840 4/3 5,445 5/1 4,840 5/3 5,445 6/1 4,840 6/3 5,445 7/1 4,840 7/3 5,445 8/1 4,962 1/4 5,567 9/1 5,218 2/4 5,857 10/1 5,323 3/4 5,978 11/1 5,707 4/4 6,408 12/1 5,218 5/4 5,857 13/1 4,840 1/5 5,445 14/1 4,840 2/5 5,445 15/1 4,840 3/5 5,445 16/1 4,840 4/5 5,445 17/1 4,840 5/5 5,445 18/1 4,840 6/5 5,445 19/1 4,840 7/5 5,445 20/1 4,840 8/5 5,445 21/1 4,840 9/5 5,445 22/1 4,840 10/5 5,445 23/1 4,840 11/5 5,445 9 Avienda Townhomes Addition Preliminary Plat Approval (Replat 2024) September 13, 2024 Page 4 24/1 153,000 Outlot C 139,198 1/2 4,840 3/2 5,353 2/2 4,840 2/2 5,445 3/2 4,840 1/2 5,439 4/2 4,840 5/1 5,445 5/2 4,840 4/1 5,445 6/2 4,840 3/1 5,445 7/2 4,840 2/1 5,445 8/2 4,840 1/1 5,115 9/2 4,840 Outlot B 27,462 1/3 6,101 1/6 6,463 2/3 6,274 2/6 6,669 3/3 6,166 3/6 6,551 4/3 5,763 4/6 6,102 5/3 5,753 5/6 6,103 6/3 6,461 6/6 6,799 7/3 6,496 7/6 6,818 8/3 5,763 8/6 6,103 9/3 70,451 Outlot F 67,631 Outlot A 66,747 Outlot A 66,747 Outlot B 212,604 Outlot D 207,587 Outlot C 992,133 Outlot E 992,133 PUD COMPLIANCE TABLE Permitted Uses: Housing The Avienda PUD allows up to 30% residential. This includes: a. Multiple-family dwellings b. Senior housing independent living and (assisted not to exceed 150 units). c. Single family homes. Density of 3-6 units an acre on of Blocks 1-3, which could be townhomes, including detached townhomes and twinhomes/rowhomes. Finding: The 39 detached townhome units at 3.8 units an acres, net density, are in compliance with Section C of Permitted Uses Housing. EXISTING CONDITIONS SURVEY The proposed subdivision is within the PUD known as Avienda. Avienda received final plat approval on July 12, 2021. Avienda’s final plat was for multiple outlots and public right -of-ways. The proposed subdivision is a replat of Avienda Townhomes. The proposed subdivision will consist of a total of six outlots (A, B, C, D, E, and F) along with 39 parcels to facilitate detached townhomes. ENGINEERING & WATER RESOURCES Final construction plans have been approved for this development. With the proposed new preliminary plat and final plat, existing agreements and their corresponding exhibits will be required to be amended and updated to reflect the revised plat as proposed. 10 Avienda Townhomes Addition Preliminary Plat Approval (Replat 2024) September 13, 2024 Page 5 LANDSCAPING & TREE PRESERVATION The landscaping plan was reviewed with the original Avienda Townhomes plat and reviewed for conformance with City Code. A number of revisions were required to bring the landscaping and tree preservation plans into conformance with City Code and those revisions were completed with the final construction plans. No further comments or revisions on the landscaping or tree preservation plan. PARKS The goal of neighborhood parks is to provide informal recreational opportunities close to where people live. Chanhassen operates under the standard that all residents should be within walking distance, or a half mile, of a neighborhood park. The PUD is located within the park service area of Power Hill Park and the Lake Susan and Fox Woods Preserves. TRAILS The City’s goal is to maintain a comprehensive and easily navigable trail and sidewalk system that connects neighborhoods to park and recreation facilities, schools, community destinations and other communities. PARK DEDICATION FEE Park Dedication Fee was satisfied through park dedication credits from the original platting process of the Avienda Townhomes project. No additional units are proposed and as a result no additional park dedication fee is required. STORMWATER UTILITY CONNECTION CHARGES With the prior Avienda Townhomes plat, a stormwater management (SWMP) fee was collected. That fee was based on the buildable area within the plat and excluded areas which were outlotted except for those outlots which were to be owned and maintained by the Home Owners Association (HOA) as that land would not be further developed . The proposed Preliminary Plat adjusts the common boundaries between the buildable lots and the HOA outlots. As a result no additional stormwater management fee is due as a result of the newly proposed Avienda Townhomes Addition plat. ASSESSMENTS Water and sewer partial hookups are either due at the time of final plat, or can be postponed until building permit applications are received in which the entire hookup fee is due. The partial hookup fees will be assessed at the rate in effect at that time. The remaining partial hookups fees are due with the building permit. 11 Avienda Townhomes Addition Preliminary Plat Approval (Replat 2024) September 13, 2024 Page 6 FEES The following fees will be due and collected with an amendment to the Avienda Townhomes Development Contract: a) GIS fees: $100 for the plat plus $30 per parcel RECOMMENDATION Staff recommends approval of the Subdivision of 14+ acres into 39 lots and 6 outlots, Avienda Townhomes Addition plans prepared by Landform dated August 23, 2024, subject to the following conditions and adopts the Findings of Fact and Recommendation: Planning 1. Homes shall be constructed and designed consistent with the PUD. 2. The Applicant will be required to enter into a Development Contract with the City and all applicable securities and fees provided prior to recording of the Final Plat. Engineering 1. It is the applicant’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT, Carver County, RPBCWD, Board of Water and Soil Resources, PCA, etc.) and all comments associated with their reviews are addressed. Water Resources 1. No conditions Park & Recreation 1. No conditions Landscaping 1. No conditions Fire 1. No conditions Building 1. No conditions 12 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Charles Cudd Company for Subdivision approval. On September 17, 2026, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Charles Cudd Company for preliminary plat approval of property into 39 lots and six outlots. The Planning Commission conducted a public hearing on the proposed subdivision 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 PUD-RC. 2. The property is guided in the Land Use Plan for Office or Regional Commercial. 3. The legal description of the property is: Lots 1-5 (inclusive) Block 1, Lots 1-3 (inclusive) Block 2, Lots 1-7 (inclusive) Block 3, Lots 1-4 (inclusive) Block 4, Lots 1-11 (inclusive) Block 5, Lots 1-8 (inclusive) Block 6, Outlot A, Outlot B, Outlot C, Outlot D, Outlot E, and Outlot F, Carver County, Minnesota. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse effects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance including the Planned Unit Development RC District regulations; b. The proposed subdivision is consistent with all applicable City, County and regional plans including but not limited to the City's Comprehensive Plan and implements the following policies and goals: 1) Land Use: a) Encourage development within the MUSA, and support the planned and efficient expansion of the MUSA to increase the amount of developable land. b) Support low density residential development in appropriate areas of the community in such a manner as maintain the aesthetic of existing single-family areas, and to create new neighborhoods of similar character and quality. c) Transitions should be created between different land uses. 2) Housing: a) Provide housing opportunities for all residents, consistent with the identified community goals. b) The City will continue to provide alternate types of housing including smaller lot 13 homes, townhouses, etc. that will supplement the conventional single-family homes. c) Housing development methods such as PUDs, cluster development, and innovative site plans and building types, should be encouraged to conserve energy and resources for housing. c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater 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 the subdivision ordinance, Chapter 18, and Water, Sewers and Sewage Disposal, Chapter 19; e. The proposed subdivision will not cause significant 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 stormwater 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. The planning report dated September 13, 2024, prepared by Eric Maass, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that City Council approve the Preliminary Plat subject to the conditions of approval in the staff report. ADOPTED by the Chanhassen Planning Commission this 17th day of September, 2024. CHANHASSEN PLANNING COMMISSION BY: Eric Noyes, Vice Chairman 14 WETLAND 6WETLAND 3WETLAND 4WETLAND 1012345678910113215432112345671234512345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6OUTLOT COUTLOT DOUTLOT COUTLOT BOUTLOTAOUTLOT EOUTLOT F125.762.193.481.4190.8 55.079.9570.6221.0116.6199.9 849.060.0360.0 277.8256.260.4122.146.382.0331.566.568.0 52.0 161.6 30.985.1107.844.9160.7340.4340.1255.856.337.056.950 . 7 4 3 . 8 83.6244.338.6709.4152 . 11173.514.6 89.0109.2 85.5 89.283.5105.4123.1128.9195.7208.629.664.434.699.099.0 99.099.055.055.055.0 99.055.055.099.055.099.055.099.055.055.055.055.099.055.051.751.799.0101.255.055.0101.255.260.6101.452.066.1101.755.970.5101.753.562.0101.499.055.055.099.055.055.099.055.055.099.055.055.099.055.055.099.055.055.099.055.055.055.099.055.055.055.099.055.099.055.055.099.055.0 99.051.751.755.055.099.055.055.099.055.055.099.055.055.099.099.0 55.054.999.0 55.055.055.064.1 3 5 .349.8111.1 55.660.3112.066.155.3108.2 57.064.4108.0 56.556.5108.0 56.556.5108.0 67.455.9113.053.2108.0 70.656.556.5108.0 157.0105.0125.731.4105.0145.0125.7122.3115.231.4145.0 Parcel Table1/12/13/14/15/11/22/23/21/32/33/34/35,1155,3535,1205,4455,4455,445Parcel Table5/36/37/31/42/43/44/45/41/52/53/54/55,4455,445Parcel Table5/56/57/58/59/510/511/51/62/63/64/65/6TotalArea(S.F.)5,4456,6696,5516,1026,103Lot/BlockParcel Table6/67/68/6OUTLOT AOUTLOT BOUTLOT COUTLOT DOUTLOT EOUTLOT F6,7996,8186,10366,74727,462139,195207,587992,13367,6315,4455,4455,4455,4455,4395,4455,4455,4455,5675,8575,9786,4085,8575,4455,4455,4455,4455,4455,4455,4455,4455,4456,463Total Area(S.F.)Lot/BlockTotal Area(S.F.)Lot/BlockTotal Area(S.F.)Lot/BlockD&U Area(S.F.)583D&U Area(S.F.)605605605605604605581569605605605D&U Area(S.F.)D&U Area(S.F.)36160560560560560560560563965570263960560560560560560560533732234066,747605395385339340Mills DriveRight of Way31,540027,462139,195207,587992,13367,631PROGRESS SETCITY SUBMITTALPROGRESS SETWATERSHED SUBMITTALWATERSHED SUBMITTALWATERSHED SUBMITTALUTILITY SUBMITTAL - REVISION 1FINAL PLAT SUBMITTALFINAL PLAT SUBMITTALCITY SUBMITTALOWNER REVIEWGRADING AS-BUILTCONSTRUCTION DOCUMENTSREVISION 2REVISION PER JOHN SONNEKPRELIMINARY PLAT SUBMITTALSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSES31 AUG 202108 SEP 202121 SEP 202122 FEB 202222 MAR 202225 MAR 202221 JUN 202230 SEP 202201 NOV 202214 DEC 202216 JAN 202311 APR 202320 APR 202306 JUN 202313 JUN 202423 AUG 2024PROJECT NO.FILE NAMELANDFORMc PROJECT105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDATOWNHOMESCHANHASSEN, MNPRELIMINARY PLAT SUBMITTALAUGUST 23, 2024SCD14001.CUD2024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 5533112C002SCD001.DWGPRELIMINARYPLATC0.2NORTH0120240THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLEBUILDING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 5 FT.REAR = 5 FT.RESIDENTIAL = 30 FT.PUD EXTERIOR = 30 FT.BLUFF CREEK = 40 FT.PARKING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 10 FT.REAR = 10 FT.SIDE = 10 FT.RESIDENTIAL = 20 FT.LOT COVERAGE INFORMATION IS AS FOLLOWS:LOT AREA MINIMUM = 10,000 S.F = 0.23 ACRELOT WIDTH MINIMUM = 100 FT.ZONING AND SETBACK SUMMARYLEGAL DESCRIPTIONOutlot B, C, D, E, and F Avienda Townhomes, Carver County, Minnesota.Block 1, Lots 1-5; Block 2, Lots 1-3; Block 3, Lots 1-7; Block 4, Lots 1-5; Block 5, Lots 1-11; Block 6, Lots 1-8.LOT AREA TABLE15 AVIENDA TOWNHOMES ADDITIONKNOW ALL PERSONS BY THESE PRESENTS: That Level 7 Development, LLC, a Minnesota limited liability company, owner of thefollowing described property situated in the County of Carver, State of Minnesota, to wit:Lots 1, 2, and 3, Block 1; Lot 2, Block 2; Lots 1, 2, 3, 4, 5, 6, and 7, Block 3; Lots 2, 3, 4, and 5, Block 4; Lots 2, 3, 4, 5, 6, 7, 8, 9, 10, and11, Block 5; and Outlot D, AVIENDA TOWNHOMES, Carver County, Minnesota.Has caused the same to be surveyed and platted as AVIENDA TOWHOMES ADDITION and does hereby dedicate to the public for publicuse the public ways as shown on this plat.In witness whereof said Level 7 Development, LLC, a Minnesota limited liability company, has caused these presents to be signed by itsproper officer this _________ day of ______________________, 20____.LEVEL 7 DEVELOPMENT, LLC_____________________________________________(Title)________________________________________STATE OF MINNESOTACOUNTY OF ______________________The foregoing instrument was acknowledged before me this ______ day of __________________________________, 20____ by___________________________________, its ____________________of Level 7 Development, LLC, a Minnesota limited liabilitycompany, on behalf of the company.(Sign)_____________________________________________(Print)_____________________________________________Notary Public, _________________ County, MinnesotaMy Commission Expires ________________________That Charles Cudd Co., LLC, a Minnesota limited liability company, owner of the following described property situated in the County ofCarver, State of Minnesota, to wit:Lot 4, Block 1 and Lot 11, Block 5, AVIENDA TOWNHOMES, Carver County, Minnesota.Has caused the same to be surveyed and platted as AVIENDA TOWHOMES ADDITION.In witness whereof said Charles Cudd Co., LLC, a Minnesota limited liability company, has caused these presents to be signed by its properofficer this _________ day of _______________________, 20____.CHARLES CUDD CO., LLC_____________________________________________(Title)________________________________________STATE OF MINNESOTACOUNTY OF ______________________The foregoing instrument was acknowledged before me this ______ day of __________________________________, 20____ by___________________________________, its ____________________of Charles Cudd Co., LLC, a Minnesota limited liability company,on behalf of the company.(Sign)_____________________________________________(Print)_____________________________________________Notary Public, _________________ County, MinnesotaMy Commission Expires ________________________That Robert F. Prince and Jennifer Kenis Prince, husband and wife, as owners of the following described property situated the County ofCarver, State of Minnesota, to wit:Lot 5, Block 1, AVIENDA TOWNHOMES, Carver County, Minnesota.Have caused the same to be surveyed and platted as AVIENDA TOWHOMES ADDITION.In witness whereof said Robert F. Prince and Jennifer Kenis Prince have hereunto set our hands this _______________ day of_____________________, 20____.________________________________________________Robert F. PrinceJennifer Kenis PrinceSTATE OF MINNESOTACOUNTY OF ___________________The foregoing instrument was acknowledged before me this ______ day of __________________, 20____ by Robert F. Prince andJennifer Kenis Prince, husband and wife.(Sign)_____________________________________________(Print)_____________________________________________Notary Public, _________________ County, MinnesotaMy Commission Expires ________________________That Todd David Michels, a single person, fee owner of the following described property:Lot 1, Block 2, AVIENDA TOWNHOMES, Carver County, Minnesota.Has caused the same to be surveyed and platted as AVIENDA TOWNHOMES ADDITION.In witness whereof said Todd David Michels, a single person, has hereunto set his hand this ______ day of_________________________________, 20____.________________________________Todd David MichelsSTATE OF MINNESOTACOUNTY OF _________________________________This instrument was acknowledged before me this ______ day of ________________________________, 20____ by Todd David Michels.(Sign)_____________________________________________(Print)_____________________________________________Notary Public, _________________ County, MinnesotaMy Commission Expires ________________________That Debra A. Jungclaus, a single person, fee owner of the following described property:Lot 3, Block 2, AVIENDA TOWNHOMES, Carver County, Minnesota.Has caused the same to be surveyed and platted as AVIENDA TOWNHOMES ADDITION.In witness whereof said Debra A. Jungclaus, a single person, has hereunto set her hand this ______ day of_________________________________, 20____.____________________________Debra A. JungclausSTATE OF MINNESOTACOUNTY OF _________________________________This instrument was acknowledged before me this ______ day of ________________________________, 20____ by Debra A. Jungclaus.(Sign)_____________________________________________(Print)_____________________________________________Notary Public, _________________ County, MinnesotaMy Commission Expires ________________________That David Schliesman and Sarah Schliesman, husband and wife, as owners of the following described property situated the County ofCarver, State of Minnesota, to wit:Lot 1, Block 4, AVIENDA TOWNHOMES, Carver County, Minnesota.Have caused the same to be surveyed and platted as AVIENDA TOWHOMES ADDITION.In witness whereof said David Schliesman and Sarah Schliesman have hereunto set our hands this _______________ day of_____________________, 20____._____________________________________________David SchliesmanSarah SchliesmanSTATE OF MINNESOTACOUNTY OF ___________________The foregoing instrument was acknowledged before me this ______ day of __________________, 20____ by David Schliesman and SarahSchliesman, husband and wife.(Sign)_____________________________________________(Print)_____________________________________________Notary Public, _________________ County, MinnesotaMy Commission Expires ________________________That Dennis H. Heppelmann and Jeanne A. Heppelmann, husband and wife, as owners of the following described property situated theCounty of Carver, State of Minnesota, to wit:Lot 1, Block 5, AVIENDA TOWNHOMES, Carver County, Minnesota.Have caused the same to be surveyed and platted as AVIENDA TOWHOMES ADDITION.In witness whereof said Dennis H. Heppelmann and Jeanne A. Heppelmann have hereunto set our hands this _______________ day of_____________________, 20____.______________________________________________Dennis H. HeppelmannJeanne A. HeppelmannSTATE OF MINNESOTACOUNTY OF ___________________The foregoing instrument was acknowledged before me this ______ day of __________________, 20____ by Dennis H. Heppelmann andJeanne A. Heppelmann, husband and wife.(Sign)_____________________________________________(Print)_____________________________________________Notary Public, _________________ County, MinnesotaMy Commission Expires ________________________That Kelly Patton and Karen Patton, husband and wife, as owners of the following described property situated the County of Carver, Stateof Minnesota, to wit:Lot 1, Block 6, AVIENDA TOWNHOMES, Carver County, Minnesota.Have caused the same to be surveyed and platted as AVIENDA TOWHOMES ADDITION.In witness whereof said Kelly Patton and Karen Patton have hereunto set our hands this _______________ day of_____________________, 20____._____________________________________________Kelly PattonKaren PattonSTATE OF MINNESOTACOUNTY OF ___________________The foregoing instrument was acknowledged before me this ______ day of __________________, 20____ by Kelly Patton and KarenPatton, husband and wife.(Sign)_____________________________________________(Print)_____________________________________________Notary Public, _________________ County, MinnesotaMy Commission Expires ________________________That Carver County Holdings, LLC, a Minnesota limited liability company, owner of the following described property situated in the Countyof Carver, State of Minnesota, to wit:Lot 2, Block 6, AVIENDA TOWNHOMES, Carver County, Minnesota.Has caused the same to be surveyed and platted as AVIENDA TOWHOMES ADDITION.In witness whereof said Carver County Holdings, LLC, a Minnesota limited liability company, has caused these presents to be signed by itsproper officer this _________ day of _______________________, 20____.CARVER COUNTY HOLDINGS, LLC_____________________________________________(Title)________________________________________STATE OF MINNESOTACOUNTY OF ______________________The foregoing instrument was acknowledged before me this ______ day of __________________________________, 20____ by___________________________________, its ____________________of Carver County Holdings, LLC, a Minnesota limited liabilitycompany, on behalf of the company.(Sign)_____________________________________________(Print)_____________________________________________Notary Public, _________________ County, MinnesotaMy Commission Expires ________________________That JDV Investments, LLC, a Minnesota limited liability company, owner of the following described property situated in the County ofCarver, State of Minnesota, to wit:Lot 3, Block 6, AVIENDA TOWNHOMES, Carver County, Minnesota.Has caused the same to be surveyed and platted as AVIENDA TOWHOMES ADDITION.In witness whereof said JDV Investments, LLC, a Minnesota limited liability company, has caused these presents to be signed by its properofficer this _________ day of _______________________, 20____.JDV INVESTMENTS, LLC_____________________________________________(Title)________________________________________STATE OF MINNESOTACOUNTY OF ______________________The foregoing instrument was acknowledged before me this ______ day of __________________________________, 20____ by___________________________________, its ____________________of JDV Investments, LLC, a Minnesota limited liability company,on behalf of the company.(Sign)_____________________________________________(Print)_____________________________________________Notary Public, _________________ County, MinnesotaMy Commission Expires ________________________That William I. Hamilton and Susan E. Hamilton, husband and wife, as owners of the following described property situated the County ofCarver, State of Minnesota, to wit:Lot 4, Block 6, AVIENDA TOWNHOMES, Carver County, Minnesota.Have caused the same to be surveyed and platted as AVIENDA TOWHOMES ADDITION.In witness whereof said William I. Hamilton and Susan E. Hamilton have hereunto set our hands this _______________ day of_____________________, 20____._______________________________________________William I. Hamilton Susan E. HamiltonSTATE OF MINNESOTACOUNTY OF ___________________The foregoing instrument was acknowledged before me this ______ day of __________________, 20____ by William I. Hamilton andSusan E. Hamilton, husband and wife.(Sign)_____________________________________________(Print)_____________________________________________Notary Public, _________________ County, MinnesotaMy Commission Expires ________________________That Cara L. Black and Sherman L. Black, as Trustees of the Cara L. Black Revocable Trust U/A dated April 17, 2008, owner of thefollowing described property situated in the City of Chanhassen, County of Carver, State of Minnesota:Lot 5, Block 6, AVIENDA TOWNHOMES, Carver County, Minnesota.Has caused the same to be surveyed and platted as AVIENDA TOWHOMES ADDITION.In witness whereof said Cara L. Black and Sherman L. Black, Trustees of the Cara L. Black Revocable Trust U/A dated April 17, 2008, havehereunto set their hands this ______ day of _________________________________, 20____._____________________________________________________________________________Cara L. Black, Trustee of theSherman L. Black, Trustee of theCara L. Black Revocable Trust U/ACara L. Black Revocable Trust U/Adated April 17, 2008dated April 17, 2008STATE OF MINNESOTACOUNTY OF _________________________________This instrument was acknowledged before me this ______ day of ________________________________, 20____ by Cara L. Black andSherman L. Black, as Trustees of the Cara L. Black Revocable Trust U/A dated April 17, 2008.(Sign)_____________________________________________(Print)_____________________________________________Notary Public, _________________ County, MinnesotaMy Commission Expires ________________________That Bobertz Living Trust dated May 31, 2013, owner of the following described property situated in the City of Chanhassen, County ofCarver, State of Minnesota:Lot 6, Block 6, AVIENDA TOWNHOMES, Carver County, Minnesota.Has caused the same to be surveyed and platted as AVIENDA TOWHOMES ADDITION.In witness whereof said Bobertz Living Trust dated May 31, 2013, have hereunto set their hand this ______ day of_________________________________, 20____.____________________________________________TrusteeBobertz Living Trustdated May 31, 2013STATE OF MINNESOTACOUNTY OF _________________________________This instrument was acknowledged before me this ______ day of ________________________________, 20____ by____________________, Trustee of the Bobertz Living Trust dated May 31, 2013.(Sign)_____________________________________________(Print)_____________________________________________Notary Public, _________________ County, MinnesotaMy Commission Expires ________________________That Sungsook Kim Revocable Trust dated December 30, 2021, owner of the following described property situated in the City ofChanhassen, County of Carver, State of Minnesota:Lot 7, Block 6, AVIENDA TOWNHOMES, Carver County, Minnesota.Has caused the same to be surveyed and platted as AVIENDA TOWHOMES ADDITION.In witness whereof said Sungsook Kim Revocable Trust dated December 30, 2021, have hereunto set their hand this ______ day of_________________________________, 20____.____________________________________________TrusteeSungsook Kim Revocable Trustdated December 30, 2021STATE OF MINNESOTACOUNTY OF _________________________________This instrument was acknowledged before me this ______ day of ________________________________, 20____ by__________________, Trustee of Sungsook Kim Revocable Trust dated December 30, 2021.(Sign)_____________________________________________(Print)_____________________________________________Notary Public, _________________ County, MinnesotaMy Commission Expires ________________________That Timothy D. Foster and Teresa A. Foster, husband and wife, as owners of the following described property situated the County ofCarver, State of Minnesota, to wit:Lot 8, Block 6, AVIENDA TOWNHOMES, Carver County, Minnesota.Have caused the same to be surveyed and platted as AVIENDA TOWHOMES ADDITION.In witness whereof said Timothy D. Foster and Teresa A. Foster have hereunto set our hands this _______________ day of_____________________, 20____.______________________________________________________Timothy D. Foster Teresa A. FosterSTATE OF MINNESOTACOUNTY OF ___________________The foregoing instrument was acknowledged before me this ______ day of __________________, 20____ by Timothy D. Foster andTeresa A. Foster, husband and wife.(Sign)_____________________________________________(Print)_____________________________________________Notary Public, _________________ County, MinnesotaMy Commission Expires ________________________That Avienda Villas II Association, a Minnesota nonprofit corporation, owner of the following described property situated in the County ofCarver, State of Minnesota, to wit:Outlot B and Outlot C, AVIENDA TOWNHOMES, Carver County, Minnesota.Has caused the same to be surveyed and platted as AVIENDA TOWHOMES ADDITION.In witness whereof said Avienda Villas II Association, a Minnesota nonprofit corporation, has caused these presents to be signed by itsproper officer this _________ day of _______________________, 20____.AVIENDA VILLAS II ASSOCIATION_____________________________________________(Title)________________________________________STATE OF MINNESOTACOUNTY OF ______________________The foregoing instrument was acknowledged before me this ______ day of __________________________________, 20____ by___________________________________, its ____________________of Avienda Villas II Association, a Minnesota nonprofit corporation,on behalf of the corporation.(Sign)_____________________________________________(Print)_____________________________________________Notary Public, _________________ County, MinnesotaMy Commission Expires ________________________That Avienda Villas I Association, a Minnesota nonprofit corporation, owner of the following described property situated in the County ofCarver, State of Minnesota, to wit:Outlot F, AVIENDA TOWNHOMES, Carver County, Minnesota.Has caused the same to be surveyed and platted as AVIENDA TOWHOMES ADDITION.In witness whereof said Avienda Villas I Association, a Minnesota nonprofit corporation, has caused these presents to be signed by itsproper officer this _________ day of _______________________, 20____.AVIENDA VILLAS I ASSOCIATION_____________________________________________(Title)________________________________________STATE OF MINNESOTACOUNTY OF ______________________The foregoing instrument was acknowledged before me this ______ day of __________________________________, 20____ by___________________________________, its ____________________of Avienda Villas I Association, a Minnesota nonprofit corporation,on behalf of the corporation.(Sign)_____________________________________________(Print)_____________________________________________Notary Public, _________________ County, MinnesotaMy Commission Expires ________________________I, Lynn P. Caswell, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a dulyLicensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that allmathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or willbe correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01,Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on thisplat.Dated this _________ day of ___________________, 20____._______________________________________________Lynn P. Caswell, Licensed Land SurveyorMinnesota License Number 13057STATE OF MINNESOTACOUNTY OF ______________________The foregoing instrument was acknowledged before me this _________ day of _________________________, 20____ byLynn P. Caswell.(Sign)_____________________________________________(Print)_____________________________________________Notary Public, _________________ County, MinnesotaMy Commission Expires _________________________16 Δ ΔΔΔ ΔΔΔΔ Δ ΔΔNot TangentΔL=116.60Δ=27°50'08"131.1259.69N47°54'08"W 157.29L=199.85Δ=47°42'40"LYMAN BOULEVARD(C.S.A.H. NO. 18)S52°50'29"E 580.68 L=433.23R=1815.00Δ=13°40'34"OUTLOT DWest line of OUTLOT C, AVIENDA TOWNHOMES1358680 80 103Right of Way width variesAll of OUTLOT D is Drainage and Utility Easementper plat of AVIENDA TOWNHOMES 6060 60ΔΔS01°05'17"W 1201.162560Drainage & Utility Easementper Doc. No. A574725L=60.42Δ=1°54'27"60.00LS #43933LS #21729LS #21729LS #21729LS #21729LS #23021Wet LandWetLand Wet Land AVIENDA TOWNHOMES ADDITIONDenotes 1/2 inch iron pipe monument found and markedby License No. 24332, unless otherwise shown.Denotes 1/2 inch by 14 inch iron pipe monument set, or tobe set within one year of platting, and marked by LicenseNo. 13057Bearings shown are based upon the west line of Outlot C,AVIENDA TOWNHOMES which has an assumed bearingof N01°05'17"E.NORTH0601201 INCH = 60 FEETSCALE IN FEETINSET A(SEE SHEET 3 OF 4 SHEETS)INSET B(SEE SHEET 4 OF 4 SHEETS)INSET A(SEE SHEET 3 OF 4 SHEETS)CITY COUNCIL OF CHANHASSEN, MINNESOTAThis plat of AVIENDA TOWNHOMES ADDITION was approved and accepted by the City Council of Chanhassen, Minnesotaat a regular meeting thereof held on this ______ day of ____________________, 20____, and said plat is in compliance withthe provisions of Minnesota Statutes, Section 505.03, Subdivision 2.By:____________________________________________ MayorBy:____________________________________________ ClerkCOUNTY SURVEYOR, CARVER COUNTY, MINNESOTAPursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this ______ day of___________________________, 20____.Brian E. Praske, County SurveyorBy: ____________________________________________COUNTY AUDITOR, CARVER COUNTY, MINNESOTAI hereby certify that taxes payable in _____________ and prior years have been paid for land described on this plat.Dated this ______ day of _________________________, 20____.Crystal Campos, County AuditorBy: ____________________________________________COUNTY RECORDER, CARVER COUNTY, MINNESOTAI hereby certify that this plat of AVIENDA TOWNHOMES ADDITION was filed this ______ day of ____________________,20____, at ______ o'clock ___. M. as Document No. __________________________.Kaaren Lewis, County RecorderBy: ____________________________________________17 OUTLOT DAll of OUTLOT D is Drainage and Utility Easementper plat of AVIENDA TOWNHOMES ΔS52°50'29"E 580.68 L=199.85R=240.00Δ=47°42'40"N58°09'43"W 69.13N20°07'11"W 283.96N4 3 ° 5 2 ' 3 1 "W 1 2 3 . 0 5 N64°31'23"E 22.36S15°24'41"W 80.84N28°51 '00 "W 78 .85S63°42'44"E 29.36S65°49'35"E 25.5027.21S29°04'55"ES01°05'17"W 385.00S01°05'17"W 220.00N88°54'43"W 99.00S01°05'17"W 220.00N01°05'17"E 385.00S88°54'43"E 99.00 29.64 29.64 N23°34'16"E 101.40S66° 2 5 ' 4 4 " E 5 3 . 5 4 S75°33'27"E 55.88S84°45'32"E 52.03N89°37'00"E 110.16S00°23'00"E 101.22N89°37'00"E 115.55 S84°45'23"E 66.00 S75°32'58"E 70.55 S66°25'44"E 61.96 N01°05'17"E 381.72S01°05'17"W 381.72S88°54'43"E 99.00 S88°54'43"E 99.00 S01°05'17"W 271.67N01°05'17"E 271.67S88°54'43"E 99.00 S88°54'43"E 99.00 S00°59'45"W 99.00S88°54'43"E 164.86 S01°05'17"W 64.07R=1825.00 Δ=1°06'31"L=35.31 C.Brg.=S07°19'38"ES88°54'43"E 159.85 (Concave to East)N18°48'44"E 101.75N10°35'55"E 101.69N02°40'47"E 101.36S00°23'00"E 101.22S88°54'43"E 99.00 S88°54'43"E 99.00 S88°54'43"E 99.00 S88°54'43"E 99.00 S88°54'43"E 99.00 S88°54'43"E 99.00 N88°54'43"W 99.00 N88°54'43"W 99.00 S88°54'43"E 99.00 S88°54'43"E 99.00 S88°54'43"E 99.00 S88°54'43"E 99.00 S88°54'43"E 99.00 S88°54'43"E 99.00 S88°54'43"E 99.00 S88°54'43"E 99.00 N88°54'43"W 99.00 S88°54'43"E 99.00 S88°54'43"E 99.00 S88°54'43"E 99.00 S88°54'43"E 99.00 S01°05'17"W 99.00S01°05'17"W 99.0060.00L=60.42Δ=1°54'27"55.1655.0055.00 60.57 55.0055.0055.0055.0055.0055.0055.0055.0055.0055.0055.0055.0055.0055.0055.0055.0055.0055.0055.0055.0055.0055.0055.0055.0055.0055.0055.0055.0051.7251.7255.0055.0055.0055.0055.0055.0051.6755.0055.0055.0055.0055.0055.0055.0055.0051.67159.85 159.85 159.85 164.86164.86164.86 1 2 3 4 5 6 7 8 9 10 11 321 5 4 3 2 1 1 2 3 4 5 6 7 1 2 3 4 5 3 4 5 1 2 OUTLOT C OUTLOT COUTLOT B S88°54'43"E 115.21 L=31.42 R=20.00Δ=90°00'00"S01°05'17"W 145.00L=12 5.66 R = 8 0 .00Δ = 9 0° 0 0 ' 0 0" S88°54'43"E 105.00 S88°54'43"E 105.00 L=31.42 R=20.00Δ=90°00'00"S01°05'17"W 145.00L=1 2 5 . 6 6 R =80.00Δ= 9 0 ° 0 0'00" S88°54'43"E 122.32 66556 6 5 5 5 6 5 6 6 6 5 5 6 6 6 5 5 5 566565Drainage & Utility Easement perplat of AVIENDA TOWNHOMESDrainage & Utility Easement per platof AVIENDA TOWNHOMESDrainage & Utility Easement per platof AVIENDA TOWNHOMES Drainage & Utility Easement perplat of AVIENDA TOWNHOMESAll of OUTLOT C is Drainage & UtilityEasement per plat of AVIENDA TOWNHOMES All of OUTLOT B is Drainage & Utility Easement per plat of AVIENDA TOWNHOMESDrainage & Utility Easement perplat of AVIENDA TOWNHOMESDrainage & Utility Easement perplat of AVIENDA TOWNHOMESDrainage & Utility Easement per plat of AVIENDA TOWNHOMES L=433.23R=1815.00Δ=13°40'34"S01°05'17"W 1201.16ΔΔ6060 6046.03R=10.00 L=11.20Δ=64°09'29" C.Brg.=N56°49'59"W14.00Not TangentNot TangentAll of OUTLOT C is Drainage & UtilityEasement per plat of AVIENDA TOWNHOMESWest line of OUTLOT C, AVIENDA TOWNHOMES2560Drainage & Utility Easementper Doc. No. A574725LS #43933LS #23021Wet LandWetLand AVIENDA TOWNHOMES ADDITIONDenotes 1/2 inch iron pipe monument found and markedby License No. 24332, unless otherwise shown.Denotes 1/2 inch by 14 inch iron pipe monument set, or tobe set within one year of platting, and marked by LicenseNo. 13057Bearings shown are based upon the west line of Outlot C,AVIENDA TOWNHOMES which has an assumed bearingof N01°05'17"E.INSET ANORTH040801 INCH = 40 FEETSCALE IN FEET18 ΔΔΔΔΔΔΔ S75°03'05"E 56.50S76°54'20"E 70.64N90°00'00"E 237.35N78°49'22"W 110.90S12°01'2 1 " W 1 1 1 . 1 2 S77°58'39"E 60.30S82°49'41"E 66.07S89°59'33"E 177.37S85°27'40"E 55.89S81°24'57"E 53.21S75°05'21"E 56.50S14°56 ' 5 5 " W 1 0 8 . 0 056.5056.5064.3755.5855.3356.9556.5056.5067.40S09°36'1 2 " W 1 1 2 . 0 4 N03°55'46"E 108.25 N00°00'00"E 108.00 S00°00'00"E 108.01 S00°00'00"E 108.02 S05°55'57"W 11 3 . 0 5 S14°5 6 ' 5 5 " W 1 0 8 . 0 4N72°11'01"E 149.54N16°24'52"W 81.43105.12 106.04 102.24 102.00 102.00 102.00 107.04 102.0 0 102.0 0Drainage & Utility Easement perplat of AVIENDA TOWNHOMESDrainage & Utility Easement perplat of AVIENDA TOWNHOMES123456786OUTLOT FAll of OUTLOT F is Drainage & Utility Easementper plat of AVIENDA TOWNHOMESAVIENDA TOWNHOMES ADDITIONDenotes 1/2 inch iron pipe monument found and markedby License No. 24332, unless otherwise shown.Denotes 1/2 inch by 14 inch iron pipe monument set, or tobe set within one year of platting, and marked by LicenseNo. 13057Bearings shown are based upon the west line of Outlot C,AVIENDA TOWNHOMES which has an assumed bearingof N01°05'17"E.INSET BNORTH030601 INCH = 30 FEETSCALE IN FEET19 AVIENDA TOWNHOMES CHANHASSEN, MINNESOTA NORTH NO SCALE AREA LOCATION MAP ABBREVIATIONS MODULAR RETAINING WALL FIELDSTONE RETAINING WALL NEW CATV UNDERGROUND CABLE/TV EXISTING DESCRIPTION DESCRIPTION STORM SEWER WATERMAIN FORCE MAIN SANITARY SEWER-WASTE ROOF DRAIN SYSTEM GAS LINE-UNDERGROUND FIRE LINE (IF SEPARATE) FIRE DEPT. CONNECTION SOIL SUBDRAIN TELEPHONE-UNDERGROUND ELECTRIC-UNDERGROUND LAWN SPRINKLER SLEEVE > > >> RIPRAP >> FM STS RD GATE VALVE WTR SAN BLDG. FIRE GAS HYD TELE ELEC X"SSD LSS C.O. MAJOR CONTOUR BUILDING SPOT ELEVATION 120 CONCRETE SLOPE DIRECTION CONCRETE CURB GUARD RAIL FENCING CONCRETE RETAINING WALL HEIGHT, TYPE POWER POLE LIGHT STANDARD EXIT LOCATION UNDERGROUND STRUCTURE EDGE OF PAVEMENT BOLLARD CANOPY/OVERHANG BIT. EDGE FES CATCH BASIN MANHOLE SYMBOLS LANDSCAPING GRAVEL FLAG POLE > >> POWERPOLE GUARD POST GAS METER TREES TRAFFIC SIGN WATER MAIN SANITARY SEWER LINE STORM SEWER LINE OVERHEAD ELECTRIC MAJOR CONTOUR SPOT ELEVATION CONCRETE BUILDING CANOPY / OVERHANG 120 GM 12"STS 8"SAN LT FENCING CONCRETE CURB RETAINING WALL OE MANHOLE WATER VALVE FIRE HYDRANT FLARED END SECTION CATCH BASIN 6"WTR XX HEIGHT, TYPE 1 NOTE NUMBER GUY WIRE IRON MONUMENT FOUND WATER SHUT-OFF VALVE l l MEASURED DISTANCE DISTANCE PER RECORDED PLAT UNDERGROUND TELEPHONEUT UNDERGROUND ELECTRICUE GAS LINEG PAVING BLOCK PAVING BLOCK SET 1/2" X 14" IRON PIPE TRANSFORMER TREE LINE MB MAILBOX SURVEY DISK (BENCHMARK) WSO BITUMINOUS SOIL BORING B-X 123.45 %1.00 234.5 LIGHT POLE MINOR CONTOUR123MINOR CONTOUR123 SILT FENCE SYMBOL DESCRIPTION REVISED AREA (THIS ISSUE) REVISION - ADDENDUM, BULLETIN, ETC. NOTE REFERENCE LARGE SHEET DETAIL COORDINATE POINT PARKING STALL COUNT DESCRIPTIONSYMBOL EROSION CONTROL SYMBOLS DRAWING SYMBOLS n n n LEGAL DESCRIPTION BENCHMARK INLET PROTECTION C21 C7.3 1 12 2 SITE BENCHMARK: BM-1 : TOP NUT OF HYDRANT LOCATION: SOUTHEAST QUADRANT OF POWERS BLVD. & LYMAN BLVD. ELEVATION = 921.32 ) BM-2 : TOP NUT OF HYDRANT LOCATION: WESTERLY SIDE OF POWERS BLVD, 1,960 FT SOUTH OF LYMAN BLVD. ELEVATION = 913.82 ) Outlot B, C, D, E, and F Avienda Townhomes, Carver County, Minnesota. Block 1, Lots 1-5; Block 2, Lots 1-3; Block 3, Lots 1-7; Block 4, Lots 1-5; Block 5, Lots 1-11; Block 6, Lots 1-8. 3 DESCRIPTIONSHEET NO. CIVIL & LANDSCAPE TITLE SHEET PRELIMINARY PLAT EXISTING CONDITIONS SITE PLAN OVERALL SITE PLAN NORTH SITE PLAN SOUTH TYPICAL STREET SECTIONS GRADING, DRAINAGE, & EROSION CONTROL OVERALL GRADING, DRAINAGE, & EROSION CONTROL NORTH GRADING, DRAINAGE, & EROSION CONTROL SOUTH GRADING, DRAINAGE, & EROSION CONTROL ENLARGED SWPPP BASIN 31P CROSS SECTIONS BASIN 25P CROSS SECTIONS UTILITIES - OVERALL MILLS LANE NW STREET & STORM MILLS LANE NW STREET & STORM BLOCK 1 REAR YARDS STORM BLOCK 1 REAR YARDS STORM MILLS DRIVE STREET MILLS DRIVE STREET & STORM BLOCK 2 REAR YARDS STORM AVIENDA LANE SOUTH STREET AVIENDA LANE SOUTH STREET AVIENDA LANE SOUTH STORM MILLS LANE NW SANITARY & WATER MILLS LANE NW SANITARY & WATER MILLS DRIVE SANITARY & WATER MILLS DRIVE SANITARY & WATER AVIENDA LANE SOUTH SANITARY & WATER AVIENDA LANE SOUTH SANITARY & WATER CIVIL CONSTRUCTION DETAILS CIVIL CONSTRUCTION DETAILS CIVIL CONSTRUCTION DETAILS CIVIL CONSTRUCTION DETAILS CIVIL CONSTRUCTION DETAILS LANDSCAPE PLAN - OVERALL ENLARGED LANDSCAPE PLAN - NORTH 'A' ENLARGED LANDSCAPE PLAN - NORTH 'B' ENLARGED LANDSCAPE PLAN - SOUTH LANDSCAPE BUFFERS PHOTOMETRICS PLAN LANDSCAPE DETAILS CERTIFICATIONS CIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIX OWNER C0.1 C0.2 C1.1 C2.1 C2.1A C2.1B C2.2 C3.1 C3.1A C3.1B C3.1C C3.2 C3.3A C3.3B C4.1 C5.1A C5.1B C5.1C C5.1D C5.2A C5.2B C5.2C C5.3A C5.3B C5.3C C6.1A C6.1B C6.2A C6.2B C6.3A C6.3B C7.1 C7.2 C7.3 C7.4 C7.5 L2.1 L2.2A L2.2B L2.4 L2.5 L4.1 L7.1 PROJECT CONTACTS 08.31.2109.08.21X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 09.21.2102.22.2204.25.2206.21.2209.30.2211.01.2212.14.2201.16.2304.20.2306.06.2308.23.24SHEETS ISSUED BY DATE COMPOST/BIO LOG)))))))))))))))))))) D Angle &And @ At 100 YR.100 Year Flood Elevation A.B.Anchor Bolt A.D.Area Drain A/C Air Conditioning Unit ADD.Addendum ADDL.Additional ADJ.Adjacent / Adjust AHU Air Handling Unit ALT.Alternate ALUM.Aluminum ANOD.Anodized APPROX.Approximate ARCH Architect / Architectural AUTO.Automatic AVG.Average B.C.Back of Curb B/W Bottom of Wall BFE Basement Floor Elevation BIT Bituminous (Asphaltic) BLDG Building BM Benchmark BSMT.Basement C.F.Cubic Feet C.F.S.Cubic Feet Per Second C.G.Corner Guard C.J.Control Joint C.L.Centerline C.M.U.Concrete Masonry Unit C.O.Cleanout C.O.E.U.S. Army Corps Of Engineers C.Y.Cubic Yards CB Catch Basin CBMH Catch Basin Manhole CEM.Cement CIP Cast Iron Pipe CMP Corrugated Metal Pipe CONC.Concrete (Portland) CONN.Connection CONST.Construction CONT.Continuous CONTR.Contractor COP.Copper CU.Cubic D.S.Down Spout DEG.Degree DEMO.Demolition / Demolish DEPT.Department DET.Detail DIA.Diameter DIAG.Diagonal DIM.Dimension DIP Ductile Iron Pipe DN Down DWG.Drawing E.East E.J.Expansion Joint E.O.Emergency Overflow E.O.S.Emergency Overflow Swale E.W.Each Way EA.Each EL.Elevation ELEC.Electrical ELEV.Elevation EMER.Emergency ENGR.Engineer ENTR.Entrance EQ.Equal EQUIP.Equipment EQUIV.Equivalent EXIST.Existing EXP.Expansion F & I Furnish and Install F.B.O.Furnished by Others F.C.Face of Curb F.D.Floor Drain F.D.C.Fire Department Connection F.V.Field Verify FB Full Basement FBWO Full Basement Walk Out FBLO Full Basement Look Out FDN.Foundation FES Flared End Section FFE Finished Floor Elevation FLR.Floor FT. OR (')Foot FUT.Future G.B.Grade Break G.C.General Contractor GAL.Gallon GALV.Galvanized GFE Garage Floor Elevation GL.Glass GR.Grade H.Height H.P.High Point HDPEP High Density Polyethylene Pipe HGT.Height HORIZ.Horizontal HVAC Heating, Ventilation, Air Conditioning HYD Hydrant I.D.Inside Dimension OR Identification I.E. or IE Invert Elevation IN. OR (")Inches INFO.Information INL.Inlet Elevation INSUL.Insulation INV.Invert Elevation JT.Joint L.F.Linear Feet L.P.Low Point / Liquid Petroleum LB.Pound LGU Local Government Unit LB.Pound LB.Longitudinal LT.Light / Lighting MAINT.Maintenance MAS.Masonry MATL.Material MAX.Maximum MECH Mechanical MED.Medium MFR.Manufacturer MH Manhole MIN.Minimum / Minute MISC.Miscellaneous MNDOT Minnesota Department Of Transportation MOD.Module / Modular MUL.Mullion N.North N.I.C.Not In Contract NO. OR #Number NOM Nominal NTS Not to Scale NWE Normal Water Elevation NWL Normal Water Level O.F.On Center O.G.Outside Dimension O.H.Overhead Electric OH.Overhead OHWL Ordinary High Water Level OPNG.Opening ORIG.Original P.C.Point of Curvature P.I.Point of Intersection PIV Post Indicator Valve P.L. OR P/L Property Line P.O.B.Point of Beginning P.S.F.Pounds Per Square Foot P.S.I.Pounds Per Square Inch P.T.Point of Tangency P.V.C.Point of Vertical Curvature P.V.I.Point of Vertical Intersection P.V.T.Point of Vertical Tangency PE Polyethylene PED.Pedestal / Pedestrian PERF.Perforated PREP.Preparation PROJ.Project PROP.Proposed PVC Poly-Vinyl-Chloride (Piping) PVMT.Pavement QTR.Quarter QTY.Quantity R Radius RAD.Radius RE Rim Elevation (Casting) R.D.Roof Drain R.E.Remove Existing R.O.Rough Opening R.P.Radius Point RC Reinforced Concrete Pipe R.S.Rough Slab RSD Roof Storm Drain RE.Regarding REINF.Reinforced REQ'D Required REV.Revision / Revised RGU Regulatory Government Unit ROW OR R/W Right of Way S.South S.F.Square Feet SAN.Sanitary Sewer SECT.Section SE Split Entry /Side Exit SEWO Split Entry Walk Out /Side Exit Walk Out SHT.Sheet SIM.Similar SLNT.Sealant SPEC.Specification SQ.Square SSD Subsurface drain STMH Storm Sewer Manhole STD.Standard STRUCT.Structural SYM.Symmetrical T Thickness T/R Top of Rim T/W Top of Wall TEMP.Temporary THK.Thick / Thickness T.J.Tooled Joint TNH Top Nut Hydrant TYP.Typical U.N.O.Unless Noted Otherwise V.B.Vapor Barrier V.C.Vertical Curve V.I.F.Verify In Field VER.Verify VER.Vertical VEST.Vestibule W Width W.PT.Working Point W.W.F.Welded Wire Fabric W/With W/O Without WO Walk Out VER.Wetland WP Waterproof WETL.Weight YD.Yard YR.Year UNDERGROUND FIBER OPTICFO EROSION CONTROL BLANKET PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 1 2 SITE LYMAN BLVDLYMAN BLVDPOWERS BLVDPIONEER TRAIL AUDUBON RDGREAT PLAINS BLVDHAZELTINE LAKE LAKE RILEY 101 101 101 14 14 212 212 212 CHANHASSEN, MN LAKE SUSAN 18 17 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. STEVE SABRASKI, P.E. LICENSE NUMBER:DATE: 08/23/2024 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. JOSHUA K. POPEHN, RLA LICENSE NUMBER:DATE: 08/23/2024 47165 44803 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X C001SCD001.DWG CIVIL & LANDSCAPE TITLE SHEET C0.1 LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 TEL 612-812-7020 CONTACT: MARK NORDLAND EMAIL: mnordland@nordlandpartners.com LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: STEVE SABRASKI CIVIL ENGINEER LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: LARRY HUHN SURVEYOR LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: JOSH POPEHN LANDSCAPE ARCHITECT X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TEL: FAX: CITY PLANNER CITY OF CHANHASSEN 7700 MARKET BLVD. P.O. BOX 147 CHANHASSEN, MN 55317 KATE AANENSON kaanenson@ci.chanhassen.mn.us 952-227-1139 952-227-1110 TEL: FAX: BUILDING OFFICIAL CITY OF CHANHASSEN 7700 MARKET BLVD. P.O. BOX 147 CHANHASSEN, MN 55317 ERIC TESSMAN etessman@ci.chanhassen.mn.us 952-227-1180 952-227-1190 TEL: FAX: ELECTRIC XCEL ENERGY 404 NICOLLET MALL MINNEAPOLIS, MN 55401 612-330-5500 TEL: FAX: TELEPHONE CENTURYLINK 200 S 5TH ST. MINNEAPOLIS, MN 55402 866-642-0444TEL: FAX: GAS CENTERPOINT ENERGY 700 LINDEN AVE W. MINNEAPOLIS, MN 55403 NewConstructionServices@CenterPointEnergy.com 800-342-4166 TEL: FAX: CITY ENGINEER CITY OF CHANHASSEN 7700 MARKET BLVD. P.O. BOX 147 CHANHASSEN, MN 55317 CHARLES HOWLEY chowley@ci.chanhassen.mn.us 952-227-1160 952-227-1170 SITE / UTILITY CONTACTS TEL: FAX: CITY INSPECTOR KIMLEY-HORN 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 BOB SCHMIDT bob.schmidt@kimley-horn.com 651-643-0413BLUFF C R E EK BLV D X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 03.22.22X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 20 WETLAND 6WETLAND 3WETLAND 4WETLAND 1012345678910113215432112345671234512345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6OUTLOT COUTLOT DOUTLOT COUTLOT BOUTLOTAOUTLOT EOUTLOT F125.762.193.481.4190.8 55.079.9570.6221.0116.6199.9 849.060.0360.0 277.8256.260.4122.146.382.0331.566.568.0 52.0 161.6 30.985.1107.844.9160.7340.4340.1255.856.337.056.950 . 7 4 3 . 8 83.6244.338.6709.4152 . 11173.514.6 89.0109.2 85.5 89.283.5105.4123.1128.9195.7208.629.664.434.699.099.0 99.099.055.055.055.0 99.055.055.099.055.099.055.099.055.055.055.055.099.055.051.751.799.0101.255.055.0101.255.260.6101.452.066.1101.755.970.5101.753.562.0101.499.055.055.099.055.055.099.055.055.099.055.055.099.055.055.099.055.055.099.055.055.055.099.055.055.055.099.055.099.055.055.099.055.0 99.051.751.755.055.099.055.055.099.055.055.099.055.055.099.099.0 55.054.999.0 55.055.055.064.1 3 5 .349.8111.1 55.660.3112.066.155.3108.2 57.064.4108.0 56.556.5108.0 56.556.5108.0 67.455.9113.053.2108.0 70.656.556.5108.0 157.0105.0125.731.4105.0145.0125.7122.3115.231.4145.0 Parcel Table1/12/13/14/15/11/22/23/21/32/33/34/35,1155,3535,1205,4455,4455,445Parcel Table5/36/37/31/42/43/44/45/41/52/53/54/55,4455,445Parcel Table5/56/57/58/59/510/511/51/62/63/64/65/6TotalArea(S.F.)5,4456,6696,5516,1026,103Lot/BlockParcel Table6/67/68/6OUTLOT AOUTLOT BOUTLOT COUTLOT DOUTLOT EOUTLOT F6,7996,8186,10366,74727,462139,195207,587992,13367,6315,4455,4455,4455,4455,4395,4455,4455,4455,5675,8575,9786,4085,8575,4455,4455,4455,4455,4455,4455,4455,4455,4456,463Total Area(S.F.)Lot/BlockTotal Area(S.F.)Lot/BlockTotal Area(S.F.)Lot/BlockD&U Area(S.F.)583D&U Area(S.F.)605605605605604605581569605605605D&U Area(S.F.)D&U Area(S.F.)36160560560560560560560563965570263960560560560560560560533732234066,747605395385339340Mills DriveRight of Way31,540027,462139,195207,587992,13367,631PROGRESS SETCITY SUBMITTALPROGRESS SETWATERSHED SUBMITTALWATERSHED SUBMITTALWATERSHED SUBMITTALUTILITY SUBMITTAL - REVISION 1FINAL PLAT SUBMITTALFINAL PLAT SUBMITTALCITY SUBMITTALOWNER REVIEWGRADING AS-BUILTCONSTRUCTION DOCUMENTSREVISION 2REVISION PER JOHN SONNEKPRELIMINARY PLAT SUBMITTALSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSES31 AUG 202108 SEP 202121 SEP 202122 FEB 202222 MAR 202225 MAR 202221 JUN 202230 SEP 202201 NOV 202214 DEC 202216 JAN 202311 APR 202320 APR 202306 JUN 202313 JUN 202423 AUG 2024PROJECT NO.FILE NAMELANDFORMc PROJECT105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDATOWNHOMESCHANHASSEN, MNPRELIMINARY PLAT SUBMITTALAUGUST 23, 2024SCD14001.CUD2024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 5533112C002SCD001.DWGPRELIMINARYPLATC0.2NORTH0120240THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLEBUILDING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 5 FT.REAR = 5 FT.RESIDENTIAL = 30 FT.PUD EXTERIOR = 30 FT.BLUFF CREEK = 40 FT.PARKING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 10 FT.REAR = 10 FT.SIDE = 10 FT.RESIDENTIAL = 20 FT.LOT COVERAGE INFORMATION IS AS FOLLOWS:LOT AREA MINIMUM = 10,000 S.F = 0.23 ACRELOT WIDTH MINIMUM = 100 FT.ZONING AND SETBACK SUMMARYLEGAL DESCRIPTIONOutlot B, C, D, E, and F Avienda Townhomes, Carver County, Minnesota.Block 1, Lots 1-5; Block 2, Lots 1-3; Block 3, Lots 1-7; Block 4, Lots 1-5; Block 5, Lots 1-11; Block 6, Lots 1-8.LOT AREA TABLE21 WETLAND 3 WETLAND 4 BTM=884 100-YR HWL=884.72 WETLAND 10 BLUFF CREEK BLV D .AVIENDA PARKWAYBASIN 21P BASIN 28P BASIN 47P BASIN 41.3PBASIN 46P BASIN 31P BLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARY BLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARY WEST-SOUTHPOND 100-YR HWL= 909.23BLUFF CREEK BLVD.SUNSET TRAIL930 935 927928929931 932 933 934 936 920925 930935935935921922923924926927928929 9319329339 3 4 936937925930 935 921922923924926927928929 931 932 933934 934934 936 937 9209 1 8 9 1 9 9 2 1 92 2925920915910905902890 930 930 926927928929 931 931 932 932 933 933 934 934 930925920920925 925930935940940935930905900895890885890 920920 921921 9 2 2 922 922923 9 2 3923 924 916896897905 910 904 906 907 908 909 911 912 913915 9209139149 1 6 916 916917918919921922912 913 914915 910 905 900 895 890 888905 900 895 890 885 880 876925922 915 913 914 916917918919919 8908 9 59009 0 591091 5 8918928 9 3 8 9 4 8 9 6 8 9 7 8 9 8 8 9 9 9 0 1 9 0 2 9 0 3 9 0 49069079089099 1 1 9 1 2 9 1 3 9 1 4 91 6 917 915920913914916917918919921915 920925925925925911912913914916917918919921922923924926926920918919921910905900895893914.78924.33928.10929.27930.63931.61932.85934.56936.62938.61940.58932.64934.53936.70931.16932.04933.79930.18931.96933.33929.10929.97931.71927.79928.82929.71925.44926.95928.16915.52917.89920.10913.18913.64913.28941.16941.60938.37935.30938.83936.75935.46933.75936.08932.16931.61928.77925.06925.86926.42928.649 2 8 . 3 2 917. 2 2 917.10 916.80917.11917.10917.09 916.96916.95916.50 916.90916.40916.49 918.01 917.64917.56 917.19922.0392 1 . 7 1 921.71921.259 2 0 . 0 5 9 2 0 . 5 5 9 1 9 . 4 4 91 8 . 5 0 918.07918.01921.3192 1 . 5 3 922.15921.84922.26923.35923.41923.07922.59923.49923.99923.52 923.19 923.6992 3 . 2 2 919.83919.86919.89 920.08919.85919.60 15" RCPCOCO OEOEOEOEOEOEOEOEOEOECOCOCABXHH CABXOEOEOEOEOEOEOEOE 15" R C P 15" RCP>I15" RCP 15" RCP15" RCP15" RCPLTLTMB21" RCP 18" RCP 18" RCP 15" RCPBOULDERRET. WALWOOD FENCEWROUGHT IRON FENCE FO FO FOTW ELEV. 921.2BW ELEV. 918.07 TW ELEV. 930.8 BW ELEV. 927.1 >I>>SSMH RE=909.0 IE=883.6 SSMH RE=915.2 IE=884.1 15" RCP 15" RCP15" RCP RIPRAP CB RE=913.9 IE=909.8 CB RE=913.9 IE=909.0 (NW) IE=908.8 (NE) IE=906.0 (SE, SW) CB RE=909.0 IE=901.3 CB RE=935.9 IE=931.4(S) IE=931.3(W) CB RE=936.0 IE=931.8 CBRE=925.0 IE=919.4 CBRE=924.8 IE=920.7 15" RCP >>>>>>>>>>>>>>>>>>>>>>>>UE UE UE UE UE UE UE UE UE UE UE UEB-2B-1 B-4 B-5 B-6 B-8 B-9 B-11 B-13 B-14 B-17 B-18 B-24 B-25 B-26 B-27 B-30 B-31 HIGHWAY EASEMENT PER BOOK150 OF DEEDS, PG. 313 N42°43'42"W58.08N00°43'25"E9.76 S00°43'25"W12.95 S47°01'24"W49.70 20' CITY WETLAND BUFFER 30' CITY WETLAND BUFFER SETBACK (TYP) 30' CITY WETLAND BUFFER SETBACK 20' CITY WETLAND BUFFER 20' CITY WETLAND BUFFER 30' CITY WETLAND BUFFER SETBACK 20' CITY WETLAND BUFFER FO FO FO FO FO FO FO8" PVC@0.53%>EX.8"PLUGIE.=876.67 30' CITY WETLAND BUFFER SETBACK (TYP)15" RCPCOCO OEOEOEOEOEOEOEOEOEOECOCOCABXHH CABXOEOEOEOEOEOEOEOE 15" R C P 15" RCP>I15" RCP 15" RCP15" RCP15" RCPLTLTMB21" RCP 18" RCP 18" RCP 15" RCPBOULDERRET. WALWOOD FENCEWROUGHT IRON FENCE FO FO FOTW ELEV. 921.2BW ELEV. 918.07 TW ELEV. 930.8 BW ELEV. 927.1 >I>>SSMH RE=909.0 IE=883.6 SSMH RE=915.2 IE=884.1 15" RCP 15" RCP15" RCP RIPRAP CB RE=913.9 IE=909.8 CB RE=913.9 IE=909.0 (NW) IE=908.8 (NE) IE=906.0 (SE, SW) CB RE=909.0 IE=901.3 CB RE=935.9 IE=931.4(S) IE=931.3(W) CB RE=936.0 IE=931.8 CBRE=925.0 IE=919.4 CBRE=924.8 IE=920.7 15" RCP >>>>>>>>>>>>>>>>>>>>>>>>UE UE UE UE UE UE UE UE UE UE UE UEB-2B-1 B-4 B-5 B-6 B-8 B-9 B-11 B-13 B-14 B-17 B-18 B-24 B-25 B-26 B-27 B-30 B-31 HIGHWAY EASEMENT PER BOOK150 OF DEEDS, PG. 313 N42°43'42"W58.08N00°43'25"E9.76 S00°43'25"W12.95 S47°01'24"W49.70 20' CITY WETLAND BUFFER 30' CITY WETLAND BUFFER SETBACK (TYP) 30' CITY WETLAND BUFFER SETBACK 20' CITY WETLAND BUFFER 20' CITY WETLAND BUFFER 30' CITY WETLAND BUFFER SETBACK 20' CITY WETLAND BUFFER FO FO FO FO FO FO FO8" PVC@0.53%>EX.8"PLUGIE.=876.67 30' CITY WETLAND BUFFER SETBACK (TYP)SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN>SAN>SAN>SAN>SAN>SAN >SAN>SAN>STS>>STS>>STS>>STS >>STS >>STS >>STS>>STS>>STS >>STS>>STS >> STS >>STS >> S T S >>STS>>STS>>STS >> STS >> STS>>STS>>STS>>ST S >>STS>>STS >> SAN>ST S >>STS>>ST S>>STS>>STS >>STS >> STS >>33333333333333333333333333333333334444PROGRESS SETCITY SUBMITTALPROGRESS SETWATERSHED SUBMITTALWATERSHED SUBMITTALWATERSHED SUBMITTALUTILITY SUBMITTAL - REVISION 1FINAL PLAT SUBMITTALFINAL PLAT SUBMITTALCITY SUBMITTALOWNER REVIEWGRADING AS-BUILTCONSTRUCTION DOCUMENTSREVISION 2REVISION PER JOHN SONNEKPRELIMINARY PLAT SUBMITTALSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSES31 AUG 202108 SEP 202121 SEP 202122 FEB 202222 MAR 202225 MAR 202221 JUN 202230 SEP 202201 NOV 202214 DEC 202216 JAN 202311 APR 202320 APR 202306 JUN 202313 JUN 202423 AUG 2024PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDATOWNHOMESCHANHASSEN, MNPRELIMINARY PLAT SUBMITTALAUGUST 23, 2024SCD14001.CUD2024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 08/23/202412C101SCD001.DWGEXISTINGCONDITIONSC1.1NORTH0100200Background information shown is from survey by Landform, Minneapolis, MN, on May, 05, 2016 and proposed design plans from theoverall Avienda Development, expressly for this project; City of Chanhassen, Minnesota record drawings; and utility serviceproviders. Landform offers no warranty, expressed or written, for information provided by others. Existing project conditions shall beverified prior to beginning construction. Errors, inconsistencies, or omissions discovered shall be reported to the EngineerIMMEDIATELY.Geotechnical boring locations are approximate and are based on information provided in the Geotechnical Report prepared by BraunIntertec, Minneapolis, MN, on April 12, 2017.To-be constructed utilities as part of the Avienda Overall Development Plan Set.Overhead electric lines and poles to be removed. Coordinate with electrical company.1.2.3.4.EXISTING CONDITIONS22 MILLS DRIVEMILLS LANE NW AVIENDA LANE S.GF=927.8928.1 (FFE)SOG927.6GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=927.3919.8FBWO919.3GF=926.8919.3FBWO918.8GF=924.7917.2FBWO916.7GF=923.1915.6FBWO915.1GF=922.0914.5FBWO914.0GF=915.4907.4FBWO906.9GF=916.5908.5FBWO908.0GF=917.5909.5FBWO909.0GF=918.4910.4FBWO909.9GF=919.8911.8FBWO911.3GF=921.5913.5FBWO913.0GF=922.5914.5FBWO914.0GF=923.5915.5FBLO918.5GF=930.8 923.3 FBWO 922.8 GF=933.1 925.6 FBWO 925.1 GF=934.5 927.0 FBWO 926.5 GF=935.7 930.2 FBWO 927.7 GF=935.3 927.8 FBWO 927.3 GF=936.3 928.8 FBWO 928.3 GF=936.4 928.9 FBWO 928.4 GF=936.4 928.9 FBWO 928.4 GF=935.5 928.0 FBWO 927.5 GF=934.7 927.2 FBWO 926.7 GF=931.8 931.2(FFE) SOG 931.6 GF=933.8 926.3 FBWO 925.8 GF=932.5 932.8(FFE) SOG 932.3 GF=933.7 934.0(FFE) SOG 933.5 GF=934.5 934.8(FFE) SOG 934.3 GF=936.3 936.6(FFE) SOG 936.1 GF=936.4 936.7(FFE) SOG 936.2 GF=936.1 936.4(FFE) SOG 935.9 GF=935.5 936.8(FFE) SOG 935.3 GF=934.8 935.1(FFE) SOG 934.6 GF=933.9 934.2(FFE) SOG 933.7 GF=932.2 924.9 FBLO 924.4 GF=929.8 922.3 FBWO 921.8 BASIN 31P HWL = 925.53 BOT = 924.00123456789101132154321123456712345 12345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6BASIN 21P HWL = 896.40 INFIL. BASIN = 892.50 BTM = 889.50 BASIN 47P HWL = 916.73 BTM = 908.00 BASIN 46PHWL = 890.80BTM = 887.17NWL = 920.58 HWL = 921.95 UNDERGROUND BASIN 25P HWL = 919.63 BTM = 912.63 OUTLOT COUTLOT DOUTLOT C OUTLOT BOUTLOT AOUTLOT EOUTLOT F580.68S52°50'29"E263.03 S01°56'14"W BOULDERRET. WALXXTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1WETLAND 3SEE SHEET C2.1A SEE SHEET C2.1B 20' PARKING SETBACKBLUFF CREEK BLVD.AVIENDA P A R K W A Y BLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEK OVERLAYDISTRICT PRIMARYBOUNDARYBLUFF CREEK BLVD.30' BUILDING SETBACKL=316.45R=2 4 0 . 0 0 Δ = 7 5 ° 3 2'4 8"N89°38'06"W 125.74Δ=3°38'07"R=978.00L=62.05S86°43'46"W 93.35N01°05'17"E 1540.84 L = 3 3 1. 5 1 R =5 3 6.0 0 Δ = 3 5 °2 6'11" Δ=87°0 0' 2 9 " R=5 4.0 0 L=8 2. 0 0 S10°28'50" E 46.34 L =4 3 8 .7 2 R =18 15 .0 0 Δ =13 °5 0 '5 8 " L=277.76 R=1390.00 Δ=11°26'58" Δ = 3 ° 2 3'4 6 " R = 1 1 4 8.0 0 L = 6 8.0 4Δ=24°58'59"R=370.50L=161.55Δ=3°52'52"R=456.00L=30.89Δ=51°53'57"R=94.00L=85.15Δ=72°39'22"R=85.00L=107.79Δ=49°26'03"R=52.00L=44.86S81°22'40"E 160.66L=340.37R=2355.00Δ=8°16'52"N39°22'33" W N60°56'44"W83.49N67°22'49"W105.43N72°45'31"W123.12N77°16'33"W128.86N84°03'11"W 195.69N90°00'00"W 208.59PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C201SCD001.DWG SITE PLAN OVERALL C2.1 NORTH 0 60 120 THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE BUILDING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 5 FT. REAR = 5 FT. RESIDENTIAL = 30 FT. PUD EXTERIOR = 30 FT. BLUFF CREEK = 40 FT. PARKING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 10 FT. REAR = 10 FT. SIDE = 10 FT. RESIDENTIAL = 20 FT. (7.74 Ac) IMPERVIOUS PERVIOUS TOTAL 337,142 124,958 212,184 S.F. S.F. S.F. (7.74 Ac) IMPERVIOUS PROPOSED (WEST LOT): TOTAL PERVIOUS EXISTING (WEST LOT): 337,142 0 337,142 S.F. S.F. S.F. 100.0% 37.1% 62.9% 100.0% 0.0% 100.0% OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF, PUBLIC RIGHT-OF-WAY. THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR STAKING. DISCREPANCIES BETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER. DIMENSIONS SHOWN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE. AVIENDA PHASE 1 CONSTRUCTION. 2. 3. 4. 5. GREEN SPACE (LANDSCAPE AREA) GENERAL NOTES AREA SUMMARY ZONING AND SETBACK SUMMARY SITE PLAN NOTES FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT 612.252.9070. 1. LEGEND (2.74 Ac) IMPERVIOUS PERVIOUS TOTAL 119,239 45,382 73,857 S.F. S.F. S.F. (2.74 Ac) IMPERVIOUS PROPOSED (SOUTH LOT): TOTAL PERVIOUS EXISTING (SOUTH LOT): 119,239 0 119,239 S.F. S.F. S.F. 100.0% 38.1% 61.9% 100.0% 0.0% 100.0% 23 MILLS DRIVEMILLS LANE NW GF=927.8928.1 (FFE)SOG927.6GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=927.3919.8FBWO919.3GF=926.8919.3FBWO918.8GF=924.7917.2FBWO916.7GF=923.1915.6FBWO915.1GF=922.0914.5FBWO914.0GF=930.8 923.3 FBWO 922.8 GF=933.1 925.6 FBWO 925.1 GF=934.5 927.0 FBWO 926.5 GF=935.7 930.2 FBWO 927.7 GF=935.3 927.8 FBWO 927.3 GF=936.3 928.8 FBWO 928.3 GF=936.4 928.9 FBWO 928.4 GF=936.4 928.9 FBWO 928.4 GF=935.5 928.0 FBWO 927.5 GF=934.7 927.2 FBWO 926.7 GF=931.8 931.2(FFE) SOG 931.6 GF=933.8 926.3 FBWO 925.8 GF=932.5 932.8(FFE) SOG 932.3 GF=933.7 934.0(FFE) SOG 933.5 GF=934.5 934.8(FFE) SOG 934.3 GF=936.3 936.6(FFE) SOG 936.1 GF=936.4 936.7(FFE) SOG 936.2 GF=936.1 936.4(FFE) SOG 935.9 GF=935.5 936.8(FFE) SOG 935.3 GF=934.8 935.1(FFE) SOG 934.6 GF=933.9 934.2(FFE) SOG 933.7 GF=932.2 924.9 FBLO 924.4 GF=929.8 922.3 FBWO 921.8 BASIN 31P HWL = 925.53 BOT = 924.00123456789101132154321123456712345BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BASIN 21P HWL = 896.40 INFIL. BASIN = 892.50 BTM = 889.50 UNDERGROUND BASIN 25P HWL = 919.63 BTM = 912.63 OUTLOT COUTLOT C OUTLOT B580.68S52°50'29"EBOULDERRET. WALXXTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1>>>>20.5'20.5'20.5'20.5'20.5'20.5'20.5'17.8'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5' 20.5' 20.5'20.5'20.5'20.5'20.5'20.5'20.5' 20.5'20.5'20.5'20.5' DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT AVIENDA P A R K W A Y16. 4 5R= 2 4 0 . 0 0 Δ = 7 5 ° 3 2'48 " N01°05'17"E 1540.84 S10°28'50" E 46.34 L =4 3 8 .7 2 R =18 15 .0 0 Δ =13 °5 0 '5 8 " L=277.76 R=1390.00 Δ=11°26'58" 20' PARKING SETBACK 30' BUILDING SETBACK 28'B-B31'B-B60 60 "STOP" SIGN MNMUTCD R1-1 WITH "AVIENDA PARKWAY" & "MILLS LANE NW" STREET SIGNS PER CITY OF CHANHASSEN REQUIREMENTS "STOP" SIGN MNMUTCD R1-1 WITH "MILLS DRIVE" & "MILLS LANE NW" STREET SIGNS PER CITY OF CHANHASSEN REQUIREMENTS CONSTRUCTION LIMITS 5 5 5CONSTRUCTION LIMITS NO PARKING SIGN MNMUTCD R8-3 NO PARKING SIGN MNMUTCD R8-3 NO PARKING SIGN MNMUTCD R8-3 "STOP" SIGN MNMUTCD R1-1 WITH "MILLS DRIVE" & "AVIENDA PARKWAY" STREET SIGNS PER CITY OF CHANHASSEN REQUIREMENTS (2) TEMPORARY TYPE 111 BARRICADE TO BE REMOVED AFTER CONSTRUCTION OF MILLS DRIVE ADD 10' X 2' CROSSWALK ADD 10' X 2' CROSSWALK ADD 5' X 2' CROSSWALK DRAINAGE AND UTILITY EASEMENT ADD 2' X 12' STOP BAR ADD 2' X 12' STOP BAR ADD 2' X 12' STOP BAR PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C201SCD001A.DWG SITE PLAN NORTH C2.1A NORTH 0 40 80 THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE BUILDING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 5 FT. REAR = 5 FT. RESIDENTIAL = 30 FT. PUD EXTERIOR = 30 FT. BLUFF CREEK = 40 FT. PARKING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 10 FT. REAR = 10 FT. SIDE = 10 FT. RESIDENTIAL = 20 FT. (7.74 Ac) IMPERVIOUS PERVIOUS TOTAL 337,142 124,958 212,184 S.F. S.F. S.F. (7.74 Ac) IMPERVIOUS PROPOSED (WEST LOT): TOTAL PERVIOUS EXISTING (WEST LOT): 337,142 0 337,142 S.F. S.F. S.F. 100.0% 37.1% 62.9% 100.0% 0.0% 100.0% OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF, PUBLIC RIGHT-OF-WAY. THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR STAKING. DISCREPANCIES BETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER. DIMENSIONS SHOWN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE. AVIENDA PHASE 1 CONSTRUCTION. 2. 3. 4. 5. GREEN SPACE (LANDSCAPE AREA) GENERAL NOTES AREA SUMMARY ZONING AND SETBACK SUMMARY SITE PLAN NOTES FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT 612.252.9070. 1. LEGEND (2.74 Ac) IMPERVIOUS PERVIOUS TOTAL 119,239 45,382 73,857 S.F. S.F. S.F. (2.74 Ac) IMPERVIOUS PROPOSED (SOUTH LOT): TOTAL PERVIOUS EXISTING (SOUTH LOT): 119,239 0 119,239 S.F. S.F. S.F. 100.0% 38.1% 61.9% 100.0% 0.0% 100.0% 24 AVIENDA LANE S. GF=91 5 . 4 907.4 FBWO 906.9 GF=916.5 908.5 FBWO 908.0 GF=917.5 909.5 FBWO 909.0 GF=918.4 910.4 FBWO 909.9 GF=919.8 911.8 FBWO 911.3 GF=921.5 913.5 FBWO 913.0 GF=922.5 914.5 FBWO 914.0 GF=923. 5 915.5 FBLO 918.5 1 2 3 4 5 6 7 8 BLOCK 6 HWL = 916.73BTM = 908.00BASIN 46P HWL = 890.80 BTM = 887.17 OUTLOT A OUTLOT E OUTLOT F 263.03S01°56'14"WBLUFF CREEK BLV D . BLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARY BLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARYBLUFF CREEK BLVD.6'11"Δ =87°00'29"R =54.00L=82.003'46"1148.00L=68.04Δ =2 4 °5 8 '5 9 "R =3 7 0 .5 0 L =1 6 1 .5 5 Δ =3 °5 2 '5 2 " R =4 5 6 .0 0 L =3 0 .8 9 Δ =51°53'57"R=94.00L=85.15 Δ=72°3 9 '2 2 " R=8 5 .0 0 L=10 7 .7 9 Δ =4 9 °2 6'03"R =5 2.00 L =4 4.86 S81°22'40" E 1 6 0 . 6 6 L=340.37 R=23 55.00 Δ =8°16'5 2" S89°39'32"E 340.14 N05°33'21"W85.52N3 9 ° 2 2 ' 3 3 "W 8 9 . 2 1 N6 0 ° 5 6 ' 4 4 " W 83. 4 9 N6 7 ° 2 2 ' 4 9 " W 105 . 4 3 N72° 4 5 ' 3 1 " W 123. 1 2 N77°16 ' 3 3 " W 128.86 N84°03'11"W 1 9 5 . 6 9 N90°00'00"W 208.59 WET L A N D 4 12' 12'12'12' 12' 12' 12' 12'28'B-B(2) TYPE 111 BARRICADE CONSTRUCTION LIMITS CONSTRUCTION LIMITS 5 5 5 5 5 ADD 10' X 2' CROSSWALK ADD 2' X 12' STOP BAR NO PARKING SIGN MNMUTCD R8-3 NO PARKING SIGN MNMUTCD R8-3 NO PARKING SIGN MNMUTCD R8-3 NO PARKING SIGN MNMUTCD R8-3 NO PARKING SIGN MNMUTCD R8-3 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C201SCD001B.DWG SITE PLAN SOUTH C2.1B NORTH 0 40 80 THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE BUILDING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 5 FT. REAR = 5 FT. RESIDENTIAL = 30 FT. PUD EXTERIOR = 30 FT. BLUFF CREEK = 40 FT. PARKING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 10 FT. REAR = 10 FT. SIDE = 10 FT. RESIDENTIAL = 20 FT. (7.74 Ac) IMPERVIOUS PERVIOUS TOTAL 337,142 124,958 212,184 S.F. S.F. S.F. (7.74 Ac) IMPERVIOUS PROPOSED (WEST LOT): TOTAL PERVIOUS EXISTING (WEST LOT): 337,142 0 337,142 S.F. S.F. S.F. 100.0% 37.1% 62.9% 100.0% 0.0% 100.0% OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF, PUBLIC RIGHT-OF-WAY. THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR STAKING. DISCREPANCIES BETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER. DIMENSIONS SHOWN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE. AVIENDA PHASE 1 CONSTRUCTION. 2. 3. 4. 5. GREEN SPACE (LANDSCAPE AREA) GENERAL NOTES AREA SUMMARY ZONING AND SETBACK SUMMARY SITE PLAN NOTES FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT 612.252.9070. 1. LEGEND (2.74 Ac) IMPERVIOUS PERVIOUS TOTAL 119,239 45,382 73,857 S.F. S.F. S.F. (2.74 Ac) IMPERVIOUS PROPOSED (SOUTH LOT): TOTAL PERVIOUS EXISTING (SOUTH LOT): 119,239 0 119,239 S.F. S.F. S.F. 100.0% 38.1% 61.9% 100.0% 0.0% 100.0% 25 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 08/23/2024 1 2 C202SCD001.DWG TYPICAL STREET SECTIONS C2.2 NO SCALE MILLS DRIVE TYPICAL SECTION ℄ PRIVATE DRIVE 14' TO BACK 14' TO BACK 2 %2 % SURMOUNTABLE CONCRETE CURB DRAIN TILE4" PVC SDR 35 DRAIN TILE PER PLATE 5232 1.5 : 1 2" MNDOT 2360 SPWEA340C TACK COAT - 2357 2" MNDOT 2360 SPNWB330C 12" CLASS 5 AGGREGATE BASE 24" MNDOT 3149.2B SELECT GRANULAR BORROW NO SCALE MILLS LANE & AVIENDA LANE TYPICAL SECTION21 NO SCALE MILLS DRIVE TYPICAL SECTION3 1' 26 BLUFF CREEK BLVD.AVIENDA P A R K W A Y BLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEK OVERLAYDISTRICT PRIMARYBOUNDARYBLUFF CREEK BLVD.SUNSET TRAIL 930935927 928 9 2 9 931932933934936920925 9 3 0 9 3 5 9 3 59359219229239249269 2 7 9 2 8 9 2 9 9 3 1 9 3 2 9 3 3 93493 6 9 3 7 925 9309359 2 1 9 2 2 923 924 926 9279289299319329339349349349369379209189199219229 2 5 9 2 0 9 1 5910905902890 930930926 927928929931931932932933933934934930 925 920 920 92592593093594094 0 935930 905 900895890885890 920920 921921 922922922923 923923924 916 896897 9059109049069079089099119129139159209139 1 4 916916916917 918 919 921 92 2 912913914915910905900895890888 905900895890885880876925 922915913914916917918919 919890 895900 905910 915891 892 893894896897898899901902903904906 907 908 909 9119129139149169179159209139149169179189199 2 1 915920925 9 2 5925925 911 912 913 914 916 917 918 919921 922923924926926920918919921910 905 900 895893 STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS> >STS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>0+00 1+001+6 4 . 7 1 0+001+ 0 0 1+ 1 1 . 1 0 STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>SAN MH 41-040 SAN MH 41-041 SAN MH 41-035 2+003+004+00 5+00 6+007+007+37.870+001+002+003+00 4+00 5+00 6+00 6+95. 1 6 0+00 1+002+003+004+005+006+007+007+80.79 >>>>>>>>>>>>>>>>>2.9%MILLS DRIVEMILLS LANE NW AVIENDA LANE S.GF=927.8928.1 (FFE)SOG927.6GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=927.3919.8FBWO919.3GF=926.8919.3FBWO918.8GF=924.7917.2FBWO916.7GF=923.1915.6FBWO915.1GF=922.0914.5FBWO914.0GF=915.4907.4FBWO906.9GF=916.5908.5FBWO908.0GF=917.5909.5FBWO909.0GF=918.4910.4FBWO909.9GF=919.8911.8FBWO911.3GF=921.5913.5FBWO913.0GF=922.5914.5FBWO914.0GF=923.5915.5FBLO918.5GF=930.8 923.3 FBWO 922.8 GF=933.1 925.6 FBWO 925.1 GF=934.5 927.0 FBWO 926.5 GF=935.7 930.2 FBWO 927.7 GF=935.3 927.8 FBWO 927.3 GF=936.3 928.8 FBWO 928.3 GF=936.4 928.9 FBWO 928.4 GF=936.4 928.9 FBWO 928.4 GF=935.5 928.0 FBWO 927.5 GF=934.7 927.2 FBWO 926.7 GF=931.8 931.2(FFE) SOG 931.6 GF=933.8 926.3 FBWO 925.8 GF=932.5 932.8(FFE) SOG 932.3 GF=933.7 934.0(FFE) SOG 933.5 GF=934.5 934.8(FFE) SOG 934.3 GF=936.3 936.6(FFE) SOG 936.1 GF=936.4 936.7(FFE) SOG 936.2 GF=936.1 936.4(FFE) SOG 935.9 GF=935.5 936.8(FFE) SOG 935.3 GF=934.8 935.1(FFE) SOG 934.6 GF=933.9 934.2(FFE) SOG 933.7 GF=932.2 924.9 FBLO 924.4 GF=929.8 922.3 FBWO 921.8 BASIN 31P HWL = 925.53 BOT = 924.00123456789101132154321123456712345 12345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6BASIN 28P HWL = 914.26 BTM = 912.53 BASIN 21P HWL = 896.40 INFIL. BASIN = 892.50 BTM = 889.50 BASIN 47P HWL = 916.73 BTM = 908.00 BASIN 46PHWL = 890.80BTM = 887.17BASIN 41.3PHWL = 880.40NWL=875.63NWL = 920.58 HWL = 921.95 UNDERGROUND BASIN 25P HWL = 919.63 BTM = 912.63 OUTLOT COUTLOT DOUTLOT C OUTLOT BOUTLOTAOUTLOT EOUTLOT FOEOEOEOEOEOEOEOEOEOECABXCABXOEOEOEOEOEOEOEOELT LT MBG M EM2.4" DIA. CAPXXXXXXXXXFOFOFO>>>>>>>>>>>>>>>>>>UEUEUEUEUEUEUEUEUEUEUEB-2B-1B-4B-5B-6B-8B-9B-11B-13B-14B-17B-18B-24B-25B-26B-27B-30B-31WETLAND 6WETLAND 3WETLAND 4WETLAND 10HIGHWAY EASEMENT PER BOOK150 OF DEEDS, PG. 313N42°43'42"W58.08N00°43'25"E9.76S00°43'25"W12.95S47°01'24"W49.7020' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFERFOFOFOFOFOFOFO>30' CITY WETLANDBUFFER SETBACK (TYP)REFER TO SHEET C3.1A REFER TO SHEET C3.1A PHASE 1 SILT FENCE PHASE 1 SILT FENCE PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C301SCD001.DWG GRADING, DRAINAGE, & EROSION CONTROL - OVERALL C3.1 NORTH 0 100 200 Contact utility service providers for field location of services 72 hours prior to beginning grading. Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material and groundwater conditions. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Maintain stockpiles with maximum 1v:2h slopes. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Any dewatering activity requires a plan and approval from City Water Resources Engineer. Contact the City of Chanhassen at 952-227-1168 for information. Refer to Structural Specifications for earthwork requirements for building pads. An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557). Reserved. 13. 14. 15. 16. 17. 18. 19. 20. 21. Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Refer to SWPPP Notes on Sheet C3.2 for additional requirements. Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized. Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. Stabilization shall include seed with hydro mulch or erosion control blanket Seed, Sod, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31 MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31 MN Type 25-151 @ 120 lb./ac. - Permanent Turf Erosion Control Blanket MNDOT 3885 (MNDOT Type 3N) Fertilizer MNDOT 3881 General Placement MNDOT 2575 See Landscape Sheets L2.1 - L2.4 for permanent turf and landscape establishment. Avoid daily tracking on public streets. Sweep/clean streets at the end of each day as necessary. 2. 4. 5. 6. 7. 8. 9. 10. 11. 12. GRADING NOTESGENERAL NOTES LEGEND :Inlet Protection (See C7.1/1)nnn:Silt Fence :Construction Limits :Vehicle Tracking Pad ESTIMATED QUANTITYSYMBOLDESCRIPTION EROSION PREVENTION AND SEDIMENT CONTROL NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. :Erosion Control Blanket 3 ESTIMATED QUANTITYSYMBOLDESCRIPTION 38 ea. 4,902 lf. 4 ea. All temporary erosion and sediment control bmps must be removed upon final stabilization. All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanently ceased on a property that drains to an impaired water. Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to achieve: a) a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of soil or b) a bulk density of less than 1.4 grams per cubic centimeter or 87 pounds per cubic foot in the upper 12 inches of soil In addition, utilities, tree roots and other existing vegetation must be protected until final revegetation or other stabilization of the site. refer to sheet C3.1 for decompaction areas. The permittee must inspect all erosion prevention and sediment control facilities and soil stabilization measures to ensure integrity and effectiveness. the permittee must repair, replace, or supplement all nonfunctional BMPs with functional BMPs within 48 hours of discovery and prior to the next precipitation event unless adverse conditions preclude access to the relevant area of the site, in which case the repair must be completed as soon as conditions allow. when active land-disturbing activities are not underway, the permittee must perform these responsibilities at least weekly until vegetative cover is established. the permittee will maintain a log of activities under this section for inspection by the district on request. Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, eurasian watermilfoil, etc.) to the maximum extent possible. Contractor to stake off and mark proposed infiltration facilities to prevent soil compaction by heavy equipment, stockpiling of materials, and traffic. if infiltration facilities are in place during construction activities, best practices must be deployed to prevent sediment and other material from entering the practice(s). infiltration facilities must not be excavated to within 3 feet of final grade until the contributing drainage area has been constructed and fully stabilized. any accumulated sediment in an infiltration facility must be removed in manner that prevents compaction of the facility bottom. to provide a well-aerated, highly porous surface, the soils below an infiltration practice must be loosened to a minimum depth of 18 inches prior to installation or planting. 27. 28. 29. 30. 31. RPBCWD STANDARD EROSION CONTROL NOTES 32 71,845 S.F. Spot elevations at curblines indicate flowlines unless otherwise noted. Refer to sheets C5.1A - C5.3C for rim elevations of catch basins. Grades between proposed spot elevations shall be continuous and non variable. Spot elevations shall govern over contour lines. Meet and match existing curb. Provide 10 foot transition. 33. 34. 35. PAVING NOTES Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. Additional measures, such as hydraulic mulching and other practices as specified by the district must be used on slopes of 3:1 (h:v) or steeper to provide adequate stabilization. Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. All temporary erosion and sediment control bmps must be maintained until completion of construction and vegetation is established sufficiently to ensure stability of the site, as determined by the district. 22. 23. 24. 25. 26. RPBCWD STANDARD EROSION CONTROL NOTES Paving Sections: a. Bituminous Paving (Mills Drive) Refer to Sheet C2.2 for Typical Cross Section. b. Bituminous Paving (Private Drives) Refer to Sheet C2.2 for Typical Cross Section. c. Concrete Walkways Refer to Detail C7.2/4 d. Concrete Drives, Aprons, and Exterior Slabs Refer to Detail C7.2/3 e. Curbing Refer to Detail C7.2/2 Transition from B618 Curb and Gutter to Ribbon Curb. Transition from Surmountable Curb and Gutter to Ribbon Curb. 36. 37. 38. PAVING NOTES :Drainage Swale>> :DECOMPACTION AREAS 27 AVIENDA P A R K W A Y BLUFF CREEK BLVD.930935927 928 9 2 9 931932933934936920925 9 3 0 9 3 5 9 3 59359219229239249269 2 7 9 2 8 9 2 9 9 3 1 9 3 2 9 3 3 93493 6 9 3 7 925 9309359 2 1 9 2 2 923 924 926 9279289299319329339349349349369379189199 2 5 9 2 0 9 1 5910905902890 930930926 927928929931931932932933933934934930 925 920 920 92592593093594094 0 935 930 905 900895 920920 921 922922 923923 916 896897 921 92 2 925 9229 2 1 910 905 900 895 893 1+002+003+004+00 5+00 6+007+007+37.870+001+002+003+00 4+00 5+00 6+00 6+95. 1 6 3.0%2.0%2.0%L.P.H.P.2.5%4.5%3.0%13.4%2.0%2.0%2.0%2.0%2.0%7.2% 0+00 1+002+003+0013.2% 3.0% 3.7%2.0%10.0%L.P. 9 2 1 9209229209172.0%2.0%3.0%3.0%11.0%6.8%92 0 92491 3 9 2 3 9259 2 6927 9 2 2 925925926927926 929916914 920918915918 919917925 921925 925 923 921 924 924 921 923930929925 923 928 923 934933 934 934 935 930 925 924 93 5 926 925 924 922 933935 940939 9399 3 7 93 6 936936 927924 926 935934 933924 924 9 2 6 9 3 2 932931928925924931 928 9299249 3 1 930928929924 933934933935934 94021.6416.78G.B.H.P.22.25 22.65 21.21 19.45 17.96 17.04 91 9917 91816.5417.4518.9120.7221.6421.22 1 . 7 21.722.121.937.5237.73H.P.35.0 3 32.38 G.B.25.34G.B.>>>>>>>>>>>>23.4535.11 H.P. 33.77 G.B.23.71G.B.27.30 28.34 30.80 27.10 27.10 26.60 28.00 26.67 24.02 30.10 30.10 30.10 25.31 27.63 29 . 2 8 31.3028.3625.33 31.10 26.28 31.1031.3429.8628.06 31.8031.80 3 0 . 2 4 31.9530.4830.10 33.0033.00 31.5631.8733.3532.4933.34 34.3832.8932.7233.3233.8033.8035.10 35.1036.1034.9234.24 35.5 1 36.0034.8235.50 33.40 35.7035.5635.17 33.88 34.71 34.9833.3032.2931.21 32.6434.3234.04 34.80 34.80 35.4034.1034.1033.20 31.7333.4133.32 30.11 33.20 29.0229.7031.6831.96 21.75 29.0829.70 24.2022.1719.6424.5220.6414.32 26.11 25.5426.14 23.4923.98 22.0022.46 20.8521.3 013.5012.9029.6330.1122.30 22.30 22.80 31.9532.4324.60 24.60 25.11 33.61 33.8226.00 26.00 26.50 34.2834.5526.80 26.80 27.30 34.9235.2127.20 27.20 27.96 35.1635.6327.80 27.80 28.06 35.0035.7328.3027.9027.90 26.61 25.86 25.63 34.2834.7925.65 24.34 26.75 H.P.24.00 26.70 33.9933.49 24.67 32.6433.1425.80 26.20 26.20 22.90 25.00 24.67 25.31 25.25 24.80 23.32 24.33 23.89 3.3%2.7%4.1% 1.6%1.8%0.4% 1.0%3.7%1.8%3:1 3:1 3:1 19.92 920.54 EOF 2.8% 3.7%3.8% 925.67 EOF 8.0% 5.3% 4.8% 2. 8 %4.2%4.7%6.3%4.6%5.8%6.6%6.7%5.1%6.0%4.5%4.7%4.9%4.8%6.0%5.8%5.2%3.2%5.0%4.9%5.2%5.8%4.9%6.5% 2.8% 4.0% 3.7% 3.7 %0.6%25.99 EOFSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN MH 41-040 SAN MH 41-041 SAN MH 41-035 OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE>XX XXX15" RCPCBRE=924.8IE=920.7>>>>B-1B-4B-13B-26B-30WETLAND 320' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)20' CITY WETLANDBUFFER>30' CITY WETLANDBUFFER SETBACK (TYP)C7.1 6 CONCRETE WASHOUT W C7.1 2 ROCK CONSTRUCTION ENTRANCE (TYP.) C7.1 3 SILT FENCE (TYP.) 3 (TYP.) 3 (TYP.)EOF36a 36a 36a 36b 36b 36c 36c EOF STOCKPILE AREA REMOVE EXISTING BARRICADES WHEN MILLS DRIVE EXTENSION IS COMPLETE STOCKPILE AREA C3.1C 1 ENLARGED PLAN #1 C3.1C 2 ENLARGED PLAN #2 C3.1C 3 ENLARGED PLAN #3 MILLS DRIVEMILLS LANE NW AVIENDA LANE S.GF=927.8928.1 (FFE)SOG927.6GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=927.3919.8FBWO919.3GF=926.8919.3FBWO918.8GF=924.7917.2FBWO916.7GF=923.1915.6FBWO915.1GF=922.0914.5FBWO914.0GF=930.8 923.3 FBWO 922.8 GF=933.1 925.6 FBWO 925.1 GF=934.5 927.0 FBWO 926.5 GF=935.7 930.2 FBWO 927.7 GF=935.3 927.8 FBWO 927.3 GF=936.3 928.8 FBWO 928.3 GF=936.4 928.9 FBWO 928.4 GF=936.4 928.9 FBWO 928.4 GF=935.5 928.0 FBWO 927.5 GF=934.7 927.2 FBWO 926.7 GF=931.8 931.2(FFE) SOG 931.6 GF=933.8 926.3 FBWO 925.8 GF=932.5 932.8(FFE) SOG 932.3 GF=933.7 934.0(FFE) SOG 933.5 GF=934.5 934.8(FFE) SOG 934.3 GF=936.3 936.6(FFE) SOG 936.1 GF=936.4 936.7(FFE) SOG 936.2 GF=936.1 936.4(FFE) SOG 935.9 GF=935.5 936.8(FFE) SOG 935.3 GF=934.8 935.1(FFE) SOG 934.6 GF=933.9 934.2(FFE) SOG 933.7 GF=932.2 924.9 FBLO 924.4 GF=929.8 922.3 FBWO 921.8 4.4%5.4%5.8%3.9%3.9%BASIN 31P HWL = 925.53 BOT = 924.00123456789101132154321123456712345BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BASIN 21P HWL = 896.40 INFIL. BASIN = 892.50 BTM = 889.50 NWL = 920.58 HWL = 921.95 UNDERGROUND BASIN 25P HWL = 919.63 BTM = 912.63 OUTLOTCOUTLOT C OUTLOTBOUTLOTA580.68S52°50'29"EPROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C301SCD001A.DWG GRADING, DRAINAGE, & EROSION CONTROL - NORTH C3.1A NORTH 0 50 100 SEE SHEET C3.1BContact utility service providers for field location of services 72 hours prior to beginning grading. Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material and groundwater conditions. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Maintain stockpiles with maximum 1v:2h slopes. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Any dewatering activity requires a plan and approval from City Water Resources Engineer. Contact the City of Chanhassen at 952-227-1168 for information. Refer to Structural Specifications for earthwork requirements for building pads. An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557). Reserved. 13. 14. 15. 16. 17. 18. 19. 20. 21. Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Refer to SWPPP Notes on Sheet C3.2 for additional requirements. Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized. Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. Stabilization shall include seed with hydro mulch or erosion control blanket Seed, Sod, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31 MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31 MN Type 25-151 @ 120 lb./ac. - Permanent Turf Erosion Control Blanket MNDOT 3885 (MNDOT Type 3N) Fertilizer MNDOT 3881 General Placement MNDOT 2575 See Landscape Sheets L2.1 - L2.4 for permanent turf and landscape establishment. Avoid daily tracking on public streets. Sweep/clean streets at the end of each day as necessary. 2. 4. 5. 6. 7. 8. 9. 10. 11. 12. GRADING NOTESGENERAL NOTES LEGEND :Inlet Protection (See C7.1/1)nnn:Silt Fence :Construction Limits :Vehicle Tracking Pad ESTIMATED QUANTITYSYMBOLDESCRIPTION EROSION PREVENTION AND SEDIMENT CONTROL NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. :Erosion Control Blanket 3 ESTIMATED QUANTITYSYMBOLDESCRIPTION 38 ea. 4,902 lf. 4 ea. All temporary erosion and sediment control bmps must be removed upon final stabilization. All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanently ceased on a property that drains to an impaired water. Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to achieve: a) a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of soil or b) a bulk density of less than 1.4 grams per cubic centimeter or 87 pounds per cubic foot in the upper 12 inches of soil In addition, utilities, tree roots and other existing vegetation must be protected until final revegetation or other stabilization of the site. refer to sheet C3.1 for decompaction areas. The permittee must inspect all erosion prevention and sediment control facilities and soil stabilization measures to ensure integrity and effectiveness. the permittee must repair, replace, or supplement all nonfunctional BMPs with functional BMPs within 48 hours of discovery and prior to the next precipitation event unless adverse conditions preclude access to the relevant area of the site, in which case the repair must be completed as soon as conditions allow. when active land-disturbing activities are not underway, the permittee must perform these responsibilities at least weekly until vegetative cover is established. the permittee will maintain a log of activities under this section for inspection by the district on request. Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, eurasian watermilfoil, etc.) to the maximum extent possible. Contractor to stake off and mark proposed infiltration facilities to prevent soil compaction by heavy equipment, stockpiling of materials, and traffic. if infiltration facilities are in place during construction activities, best practices must be deployed to prevent sediment and other material from entering the practice(s). infiltration facilities must not be excavated to within 3 feet of final grade until the contributing drainage area has been constructed and fully stabilized. any accumulated sediment in an infiltration facility must be removed in manner that prevents compaction of the facility bottom. to provide a well-aerated, highly porous surface, the soils below an infiltration practice must be loosened to a minimum depth of 18 inches prior to installation or planting. 27. 28. 29. 30. 31. RPBCWD STANDARD EROSION CONTROL NOTES 32 71,845 S.F. Spot elevations at curblines indicate flowlines unless otherwise noted. Refer to sheets C5.1A - C5.3C for rim elevations of catch basins. Grades between proposed spot elevations shall be continuous and non variable. Spot elevations shall govern over contour lines. Meet and match existing curb. Provide 10 foot transition. 33. 34. 35. PAVING NOTES Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. Additional measures, such as hydraulic mulching and other practices as specified by the district must be used on slopes of 3:1 (h:v) or steeper to provide adequate stabilization. Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. All temporary erosion and sediment control bmps must be maintained until completion of construction and vegetation is established sufficiently to ensure stability of the site, as determined by the district. 22. 23. 24. 25. 26. RPBCWD STANDARD EROSION CONTROL NOTES Paving Sections: a. Bituminous Paving (Mills Drive) Refer to Sheet C2.2 for Typical Cross Section. b. Bituminous Paving (Private Drives) Refer to Sheet C2.2 for Typical Cross Section. c. Concrete Walkways Refer to Detail C7.2/4 d. Concrete Drives, Aprons, and Exterior Slabs Refer to Detail C7.2/3 e. Curbing Refer to Detail C7.2/2 Transition from B618 Curb and Gutter to Ribbon Curb. Transition from Surmountable Curb and Gutter to Ribbon Curb. 36. 37. 38. PAVING NOTES :Drainage Swale>> PROPOSED LOT PROPOSED LOT PROPOSED LOT PROPOS E D S T R E E T C E N T E R L I N E DRAINAGE SWALE (TYP.) NO SCALE TYPICAL LOT BENCH DETAIL1 NOTES: 1) REFER TO PLAN FOR ACTUAL GRADES 28 BLUFF CREEK BLVD . BLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARY BLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARYBLUFF CREEK BLVD.905 910 904 906 907 908 909 911 912 913 915 920913914916916 916 917918919921922912 913 914 915 910 905 900 895 890 888905 900 895 890 885 880 876925922 915 913 914 916 917 918 919 8908 9 59009 0 591091 5 8918928 9 3 8 9 4 8 9 6 8 9 7 8 9 8 8 9 9 9 0 1 9 0 2 9 0 3 9 0 49069079089099 1 1 9 1 2 9 1 3 9 1 4 91 6 917 915 920 913914916917 918 919921 AVIENDA LANE S. GF=91 5 . 4 907.4 FBWO 906.9 GF=916.5 908.5 FBWO 908.0 GF=917.5 909.5 FBWO 909.0 GF=918.4 910.4 FBWO 909.9 GF=919.8 911.8 FBWO 911.3 GF=921.5 913.5 FBWO 913.0 GF=922.5 914.5 FBWO 914.0 GF=923. 5 915.5 FBLO 918.5 3.7%4.4%4.2%4.4%5.4%5.8%3.9%3.9%1 2 3 4 5 6 7 8 BLOCK 6 BASIN 47PHWL = 916.73BTM = 908.00BASIN 46P HWL = 890.80 BTM = 887.17 BASIN 41.3P HWL = 880.40 NWL=875.63NWL = 920.58OUTLOT A OUTLOT E OUTLOT F 263.03S01°56'14"W0+001+00 2+00 3+00 4+00 5+00 6+00 7+007+80.79921920922915 912 910 91 2 916921 920 922 903 905 896 898 901 905 919 919 919920 917 0+001+001+11.46916 917 91 5 9169 1 5 91 4 >> > > > > > >>> > > > > > > > > > > > > > 21 . 6 4 13.71 L.P. 16.8715.6817.33CLCL 16.78 G.B. H. P .22.2522.65 17.50 17.01 16.28 13.68 12.00 07.75 03.76 99.69 96.0021.2119.4517.9617.0416.0915.0114.5005.00 06.40 06.40 06.04 07.50 07.50 07.08 08.50 08.50 07.99 09.4009.40 08.95 10.80 10.80 10.36 12.5012.50 12.50 14.02 91991 7 918 9 1 5 914 13.88 14.50 15.5716.5417.4518.9120.72 21.6 4 (21.1 )(15.4 ) (03.3 ) (96.5 ) (93.6 ) 19.4 21.2 21.721.7 22.1 21.9 3.3% 1.4% 1.7%4.3%913.79 E O F STS>>STS >>STS >>STS >>STS>>STS>>STS>>STS >>STS >>STS >> STS >>STS >>STS >>STS >>STS>>S T S >>STS>>STS>>STS >> STS >> STS >> STS >> STS >> STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS > > ST S >> ST S >> ST S >>STS>>STS>>STS >>STS >>STS >>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >> ST S >>STS>>STS>>STS>>STS>>STS>>ST S>>ST S>>ST S>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS >>STS >>STS >> C6 C7 C8 B-8 B-9 B-11 B-18 B-23 B-24 B-25 B-26 B-27 WETLAND 3 WET L A N D 4 20' CITY WETLAND BUFFER 20' CITY WETLAND BUFFER 30' CITY WETLAND BUFFER SETBACK 20' CITY WETLAND BUFFER BUFFER SETBACK (TYP) 32 C7.1 3 SILT FENCE (TYP.) C7.1 3 SILT FENCE (TYP.) C7.1 6 CONCRETE WASHOUT W C7.1 2 ROCK CONSTRUCTION ENTRANCE (TYP.)EOF3 (TYP.) 32 36b 36b 36b STOCKPILE AREA PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C301SCD001B.DWG GRADING, DRAINAGE, & EROSION CONTROL - SOUTH C3.1B NORTH 0 50 100 SEE SHEET C3.1A Contact utility service providers for field location of services 72 hours prior to beginning grading. Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material and groundwater conditions. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Maintain stockpiles with maximum 1v:2h slopes. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Any dewatering activity requires a plan and approval from City Water Resources Engineer. Contact the City of Chanhassen at 952-227-1168 for information. Refer to Structural Specifications for earthwork requirements for building pads. An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557). Reserved. 13. 14. 15. 16. 17. 18. 19. 20. 21. Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Refer to SWPPP Notes on Sheet C3.2 for additional requirements. Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized. Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. Stabilization shall include seed with hydro mulch or erosion control blanket Seed, Sod, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31 MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31 MN Type 25-151 @ 120 lb./ac. - Permanent Turf Erosion Control Blanket MNDOT 3885 (MNDOT Type 3N) Fertilizer MNDOT 3881 General Placement MNDOT 2575 See Landscape Sheets L2.1 - L2.4 for permanent turf and landscape establishment. Avoid daily tracking on public streets. Sweep/clean streets at the end of each day as necessary. 2. 4. 5. 6. 7. 8. 9. 10. 11. 12. GRADING NOTESGENERAL NOTES LEGEND :Inlet Protection (See C7.1/1)nnn:Silt Fence :Construction Limits :Vehicle Tracking Pad ESTIMATED QUANTITYSYMBOLDESCRIPTION EROSION PREVENTION AND SEDIMENT CONTROL NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. :Erosion Control Blanket 3 ESTIMATED QUANTITYSYMBOLDESCRIPTION 38 ea. 4,902 lf. 4 ea. All temporary erosion and sediment control bmps must be removed upon final stabilization. All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanently ceased on a property that drains to an impaired water. Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to achieve: a) a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of soil or b) a bulk density of less than 1.4 grams per cubic centimeter or 87 pounds per cubic foot in the upper 12 inches of soil In addition, utilities, tree roots and other existing vegetation must be protected until final revegetation or other stabilization of the site. refer to sheet C3.1 for decompaction areas. The permittee must inspect all erosion prevention and sediment control facilities and soil stabilization measures to ensure integrity and effectiveness. the permittee must repair, replace, or supplement all nonfunctional BMPs with functional BMPs within 48 hours of discovery and prior to the next precipitation event unless adverse conditions preclude access to the relevant area of the site, in which case the repair must be completed as soon as conditions allow. when active land-disturbing activities are not underway, the permittee must perform these responsibilities at least weekly until vegetative cover is established. the permittee will maintain a log of activities under this section for inspection by the district on request. Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, eurasian watermilfoil, etc.) to the maximum extent possible. Contractor to stake off and mark proposed infiltration facilities to prevent soil compaction by heavy equipment, stockpiling of materials, and traffic. if infiltration facilities are in place during construction activities, best practices must be deployed to prevent sediment and other material from entering the practice(s). infiltration facilities must not be excavated to within 3 feet of final grade until the contributing drainage area has been constructed and fully stabilized. any accumulated sediment in an infiltration facility must be removed in manner that prevents compaction of the facility bottom. to provide a well-aerated, highly porous surface, the soils below an infiltration practice must be loosened to a minimum depth of 18 inches prior to installation or planting. 27. 28. 29. 30. 31. RPBCWD STANDARD EROSION CONTROL NOTES 32 71,845 S.F. Spot elevations at curblines indicate flowlines unless otherwise noted. Refer to sheets C5.1A - C5.3C for rim elevations of catch basins. Grades between proposed spot elevations shall be continuous and non variable. Spot elevations shall govern over contour lines. Meet and match existing curb. Provide 10 foot transition. 33. 34. 35. PAVING NOTES Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. Additional measures, such as hydraulic mulching and other practices as specified by the district must be used on slopes of 3:1 (h:v) or steeper to provide adequate stabilization. Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. All temporary erosion and sediment control bmps must be maintained until completion of construction and vegetation is established sufficiently to ensure stability of the site, as determined by the district. 22. 23. 24. 25. 26. RPBCWD STANDARD EROSION CONTROL NOTES Paving Sections: a. Bituminous Paving (Mills Drive) Refer to Sheet C2.2 for Typical Cross Section. b. Bituminous Paving (Private Drives) Refer to Sheet C2.2 for Typical Cross Section. c. Concrete Walkways Refer to Detail C7.2/4 d. Concrete Drives, Aprons, and Exterior Slabs Refer to Detail C7.2/3 e. Curbing Refer to Detail C7.2/2 Transition from B618 Curb and Gutter to Ribbon Curb. Transition from Surmountable Curb and Gutter to Ribbon Curb. 36. 37. 38. PAVING NOTES :Drainage Swale>> PROPOSED LOT PROPOSED LOT PROPOSED LOT PROPOS E D S T R E E T C E N T E R L I N E DRAINAGE SWALE (TYP.) NO SCALE TYPICAL LOT BENCH DETAIL NOTES: 1) REFER TO PLAN FOR ACTUAL GRADES 1 29 STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>S T S 0+0 0STS>>STS>>STS 1+64.711+001+11.10>> SAN MH 41-035 9200+0 0 0+0 0 23.8919.88 19.90BC 19.83 19.85BC 19.82 20.32BC 19.90 20.23BC (19.85) 20.04 20.10 20.19 20.25 2.4%1.5%1.5 % 19.81 19.84BC 19.83 20.16BC 19.76 19.78BC 19.74 20.24BC (19.57)20.24 20.39 20.30 20.45 1.5%1. 5 %5.1%920.54 EOF(19.71) 1.6 % 20.08 (19.76) (19.66)1.1%1.7%36c 37373.9' 3838 3.0' 3737 3.9' 3838 3.0' 36c 36b 36d MIL L S L A N E N W AVIENDA PARKWAY7+00 7+37.87 STS >>STS >>STS>>STS>>STS>>STS>>3+003+05.487+00 7+37.87 7+00 7+37.87 23.4525.3123.51 23.54BC (23.19)1.0%23.62 23.64BC 23.64 23.97BC 23.7823.93 23.98 23.83 1.5%3.5%23.57 23.59BC 23.56 24.06BC (23.48) 23.62 23.64BC 23.64 23.97BC 24.17 24.02 24.08 24.23 1.5%1.5%4.9%1.2%1.8%0.9%3737 3.3' 3838 1.7' 36c 36a 36c 3737 3.3' 3838 5.0'AVIENDA PARKWAYMILLS DRIVE 3+0 0 6+95.16C3935935 9359339 3 4 3+0 0 6+95.16GF=936.43+0 0 6+95.16H.P. 2.5%35.0335.5135.1635.63 3 5 . 0 0 35.66 35.26 35.28BC 35.26 35.28BC 35.26 35.28BC 35.26 35.59BC 35.5835.63 35.71 1.0%1.6%3.8% 34.46 34.48BC 34.48 34.81BC 34.4334.45BC 34.41 34.74BC 34.77 34.84 34.81 34.880. 9 %1.5%4. 3 %0.4%35.96 35.96 3.5% 2.9 % 3.3 % 6.0% 4.5% 34.34 35.30 35.23 35.04 35.14 34.71 34.60 34.96 35.02 35.1134.86 34.86 34.53 34.91 3838 3.0' 3838 2.8' 3838 3.0' 3838 5.3'36c 36c 36b 36a 36d MILLS DRIVE MILLS LANE NWPROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C301SCD001C.DWG GRADING, DRAINAGE, & EROSION CONTROL - ENLARGED C3.1C NORTH 0 10 20 Contact utility service providers for field location of services 72 hours prior to beginning grading. Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material and groundwater conditions. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Maintain stockpiles with maximum 1v:2h slopes. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Any dewatering activity requires a plan and approval from City Water Resources Engineer. Contact the City of Chanhassen at 952-227-1168 for information. Refer to Structural Specifications for earthwork requirements for building pads. An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557). Reserved. 13. 14. 15. 16. 17. 18. 19. 20. 21. Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Refer to SWPPP Notes on Sheet C3.2 for additional requirements. Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized. Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. Stabilization shall include seed with hydro mulch or erosion control blanket Seed, Sod, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31 MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31 MN Type 25-151 @ 120 lb./ac. - Permanent Turf Erosion Control Blanket MNDOT 3885 (MNDOT Type 3N) Fertilizer MNDOT 3881 General Placement MNDOT 2575 See Landscape Sheets L2.1 - L2.4 for permanent turf and landscape establishment. Avoid daily tracking on public streets. Sweep/clean streets at the end of each day as necessary. 2. 4. 5. 6. 7. 8. 9. 10. 11. 12. GRADING NOTESGENERAL NOTES LEGEND :Inlet Protection (See C7.1/1)nnn:Silt Fence :Construction Limits :Vehicle Tracking Pad ESTIMATED QUANTITYSYMBOLDESCRIPTION EROSION PREVENTION AND SEDIMENT CONTROL NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. :Erosion Control Blanket 3 ESTIMATED QUANTITYSYMBOLDESCRIPTION 38 ea. 4,902 lf. 4 ea. All temporary erosion and sediment control bmps must be removed upon final stabilization. All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanently ceased on a property that drains to an impaired water. Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to achieve: a) a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of soil or b) a bulk density of less than 1.4 grams per cubic centimeter or 87 pounds per cubic foot in the upper 12 inches of soil In addition, utilities, tree roots and other existing vegetation must be protected until final revegetation or other stabilization of the site. refer to sheet C3.1 for decompaction areas. The permittee must inspect all erosion prevention and sediment control facilities and soil stabilization measures to ensure integrity and effectiveness. the permittee must repair, replace, or supplement all nonfunctional BMPs with functional BMPs within 48 hours of discovery and prior to the next precipitation event unless adverse conditions preclude access to the relevant area of the site, in which case the repair must be completed as soon as conditions allow. when active land-disturbing activities are not underway, the permittee must perform these responsibilities at least weekly until vegetative cover is established. the permittee will maintain a log of activities under this section for inspection by the district on request. Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, eurasian watermilfoil, etc.) to the maximum extent possible. Contractor to stake off and mark proposed infiltration facilities to prevent soil compaction by heavy equipment, stockpiling of materials, and traffic. if infiltration facilities are in place during construction activities, best practices must be deployed to prevent sediment and other material from entering the practice(s). infiltration facilities must not be excavated to within 3 feet of final grade until the contributing drainage area has been constructed and fully stabilized. any accumulated sediment in an infiltration facility must be removed in manner that prevents compaction of the facility bottom. to provide a well-aerated, highly porous surface, the soils below an infiltration practice must be loosened to a minimum depth of 18 inches prior to installation or planting. 27. 28. 29. 30. 31. RPBCWD STANDARD EROSION CONTROL NOTES 32 71,845 S.F. Spot elevations at curblines indicate flowlines unless otherwise noted. Refer to sheets C5.1A - C5.3C for rim elevations of catch basins. Grades between proposed spot elevations shall be continuous and non variable. Spot elevations shall govern over contour lines. Meet and match existing curb. Provide 10 foot transition. 33. 34. 35. PAVING NOTES Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. Additional measures, such as hydraulic mulching and other practices as specified by the district must be used on slopes of 3:1 (h:v) or steeper to provide adequate stabilization. Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. All temporary erosion and sediment control bmps must be maintained until completion of construction and vegetation is established sufficiently to ensure stability of the site, as determined by the district. 22. 23. 24. 25. 26. RPBCWD STANDARD EROSION CONTROL NOTES Paving Sections: a. Bituminous Paving (Mills Drive) Refer to Sheet C2.2 for Typical Cross Section. b. Bituminous Paving (Private Drives) Refer to Sheet C2.2 for Typical Cross Section. c. Concrete Walkways Refer to Detail C7.2/4 d. Concrete Drives, Aprons, and Exterior Slabs Refer to Detail C7.2/3 e. Curbing Refer to Detail C7.2/2 Transition from B618 Curb and Gutter to Ribbon Curb. Transition from Surmountable Curb and Gutter to Ribbon Curb. 36. 37. 38. PAVING NOTES :Drainage Swale>> 10 SCALE ENLARGED PLAN 11 10 SCALE ENLARGED PLAN 33 10 SCALE ENLARGED PLAN 22 30 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C302SCD001.DWG SWPPP NOTES C3.2 STORMWATER POLLUTION PREVENTION MANAGEMENT MEASURES EROSION PREVENTION AND SEDIMENT CONTROL SITE EVALUATION / ASSESSMENT / PLANNING Operator must develop pollution prevention management measures, implement good housekeeping BMPs, must follow all applicable federal, state, and local building codes, Occupational Safety and Health Act (OSHA), and the general conditions and general requirements of the construction contract. The Operator shall minimize the exposure to stormwater of any of the products, material, or wastes stored on site that may wash downstream or contaminate stormwater. Building products that have the potential to leach pollutants must be under cover. Chemicals and landscape materials shall be under cover to prevent the discharge of pollutants. Operator to track progress of the following items on site maps: portable toilets, material storage areas, vehicle and equipment fueling and maintenance areas, concrete washouts, paint and stucco washouts, dumpsters or other trash and debris containers, spill kits, stockpiles, any other non-structural non-storm water management BMPs, any temporarily removed structural BMPs, any changes to the structural BMPs. Solid waste: collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolition debris and other wastes must be disposed of properly and must comply with MPCA disposal requirements. Hazardous waste: oil, gasoline, paint and any hazardous substances must be properly stored in sealed containers to prevent spills, leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste or materials must be in compliance with Minn. R. Ch. 7045 including secondary containment as applicable. Portable toilets must be positioned so that they are secure and will not be tipped or knocked over. Concrete and other washout waste: operator must provide effective containment for all liquid and solid wastes generated by washout operations. The liquid and solid wastes must not contact the ground, and the containment must be designed so that it does not result in runoff from the washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCA rules. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal of concrete and other washout wastes. External vehicle washing: external washing of trucks and other construction vehicles must be limited to a defined area of the site. Runoff must be contained and waste properly disposed of. No engine degreasing is allowed on site. Operator shall take reasonable steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any area where they will be loaded or unloaded as detailed in the Permit. INSPECTIONS AND MAINTENANCE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. See Grading, Drainage, and Erosion Control sheets for the location and type of temporary erosion prevention and sediment control BMPs. See Grading, Drainage, Erosion Control, and Landscape sheets for the location and type of permanent erosion prevention and sediment control BMPs. Minimize Disturbed Areas and Protect Natural Features and Soil Appropriate construction practices (e.g. construction phasing, vegetative buffer strips, horizontal slope grading) shall be used to minimize erosion. Areas not to be disturbed (buffers, bluff creek overlay districts, etc.) shall be protected with construction or silt fence before work begins. Operator shall develop methods to minimize soil compaction outside of building pads, pavement areas and utility trenches and shall use tracked equipment wherever practicable. Topsoil shall be salvaged and reused to the extent practicable. Phase Construction Activity Operator must not disturb more land than can be effectively inspected and maintained. Sediment control practices shall be established on all down gradient perimeters before any upgradient land disturbing activities begin. These practices shall remain in place until final stabilization has been established in accordance with the Permit. The timing of the installation of sediment control practices may be adjusted to accommodate short-term activities such as clearing or grubbing, or passage of vehicles. Any short-term activity must be completed as quickly as possible and the sediment control practices shall be installed immediately after the activity is completed. However, sediment control practices shall be installed before the next precipitation event even if the activity is not complete. Control Stormwater Flowing onto and Through the Project The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of the construction site, or diverts water around the site, shall be stabilized within 200 lineal feet from the property edge, or from the point of discharge into any surface water. Stabilization of the last 200 lineal feet shall be completed within 24 hours after connecting to a surface water. Stabilization of the remaining portions of any temporary or permanent ditches or swales shall be complete within 14 days after connecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased. Temporary or permanent ditches or swales that are being used as a sediment containment system (with properly designed rock ditch checks, bio rolls, silt dikes etc.) do not need to be stabilized. These areas shall be stabilized within 24 hours after no longer being used as a sediment containment system. Stabilize Soils All exposed soil areas, including stockpiles, must be stabilized. The site has discharge points within one mile of, and flows to Impaired Waters. Therefore, stabilization of all exposed soil areas shall be initiated immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. Stabilization must be completed with in seven (7) calendar days of cessation of construction activity. Temporary soil stockpiles shall have silt fence or other effective sediment controls, and cannot be placed in surface waters, including storm water conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for the storm water. Temporary stockpiles without significant silt, clay or organic components (e.g., clean aggregate stockpiles, demolition concrete stockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces are exempt from this requirement. Protect Slopes Operator shall avoid work on slopes with a grade of 3h:1v or greater when practicable. Grading on slopes with a grade of 3h:1v or steeper will require techniques such as phasing and stabilization practices designed for steep slopes (e.g., slope draining and terracing). Protect Storm Drain Inlets All storm drain inlets shall be protected by appropriate BMPs during construction until all sources with potential for discharging to the inlet have been stabilized. Inlet protection may be temporarily removed if a specific safety concern has been identified. Provide Energy Dissipation at all Pipe Outlets Within 24 Hours After connection to a surface water or permanent stormwater treatment system. Establish Perimeter Controls and Sediment Barriers Prior to disturbing soils on a project site, establish sediment control BMPs on all downgradient perimeters and where site discharges to public waters. Retain Sediment On-site and Control Dewatering Practices Dewatering or basin draining of turbid or sediment laden water related to construction activities shall be discharged to a temporary or permanent sedimentation basin or treated with the appropriate BMP prior to entering the surface water. Discharge shall not cause nuisance conditions, erosion in receiving channels, adversely affect receiving water or impact wetlands, or downstream properties. Discharge points shall be adequately protected from erosion and scour by accepted energy dissipation measures. Discharge water containing oil or grease shall be treated to remove oil or grease prior to discharge to surface waters. Refer to Permit requirements for temporary or permanent sediment basins. Establish Stabilized Construction Exits Vehicle tracking pads shall be established as shown on the grading, drainage, paving and erosion control sheet to minimize tracking of sediment from the construction site onto adjacent streets. filtration Basin Protection Operator must not excavate filtration systems to final grade or within three (3) feet of final grade until the contributing drainage area has been constructed and fully stabilized unless rigorous erosion prevention and sediment controls have been installed. When excavating an filtration system to within three (3) feet of final grade, operator shall mark off and protect the area from heavy construction equipment to prevent compaction of soils. Dewatering and Basin Draining Permittees must discharge turbid or sediment-laden waters related to dewatering or basin draining to a temporary or permanent sediment basin. Discharges must not cause erosion or scour near the discharge points. Remove Sediment from Surface Waters All sediment deposits and deltas must be removed from surface waters (including drainage ways, catch basins, and other drainage systems) and the removal areas restabilized within seven (7) days. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. RECORD KEEPING / RECORD RETENTION The SWPPP (original or copies) including, all changes to it, and inspections and maintenance records shall be kept at the site during construction by the Owner / Operator who has operational control of that portion of the site. The SWPPP can be kept in either the field office or in an on site vehicle during normal working hours. All Owner(s) must keep the SWPPP, along with the following additional records, on file for three (3) years after submittal of the Notice of Termination (NOT). This does not include any records after submittal of the NOT. The following is a list of records that shall be kept at the project site available for inspectors to review: ·copy of the SWPPP, with any modifications ·inspection and maintenance records ·permanent operation and maintenance agreements ·calculations for the design of temporary and permanent storm water management systems ·any other permits required for the project ·records of all inspection and maintenance conducted during construction ·all permanent operation and maintenance agreements that have been implemented, including all right of way, contracts, covenants and other binding requirements regarding perpetual maintenance; and ·all required calculations for design of the temporary and permanent storm water management systems. 1. 2. 3. LOG OF CHANGES TO THE SWPPP / AMENDMENTS The Owner / Operator(s) must amend the SWPPP as necessary to include additional requirements, such as additional or modified BMPs, designed to correct problems identified or address situations as detailed in the Permit. 1. FINAL STABILIZATION POST CONSTRUCTION / PERMANENT BMPS See Grading, Drainage, Erosion Control, and Landscape sheets for post construction and permanent stormwater BMPs.1. TERMINATION OF COVERAGE The Operator shall have primary responsibility and significant authority for the development, implementation, maintenance, inspection and amendments to the approved SWPPP. Duties include but are not limited to: ·Ensuring full compliance with the SWPPP and the Permit ·Implementing all elements of the SWPPP, including but not limited to: ··Implementing prompt and effective erosion and sediment control measures ··Implementing all non-storm water management, and good housekeeping BMPs ensuring that no materials other than Storm water are discharged in quantities, which will have an adverse effect on receiving waters or storm drain systems, etc. ·Conducting routine inspections and maintenance ·Ensuring elimination of all unauthorized discharges ·Coordinating to ensure all of the necessary corrections / repairs are made immediately, and that the project complies with the SWPPP, the Permit, and approved plans at all times. 1. SWPPP CONTACT AND TRAINING INFORMATION Owner: Bahram Akradi c/o/ Lifetime Fitness attn: Mark Nordland 2902 Corporate Place Chanhassen, MN 55317 952-229-7090 mnordland@lt.life Operator: Rachel Contracting, Inc. attn: Ron Fricke 4125 Napier Ct. NE St. Michael, MN 55376 763-424-1500 rfricke@rachelcontracting.com Certification: U of MN, Design of Construction SWPPP, exp. May 31, 2024 Long Term Maintenance and Operation: Level 7 Development, Inc. c/o Life Time attn: Mark Nordland 2902 Corporate Place Chanhassen, MN 55317 952-229-7090 mnordland@lt.life SWPPP Designer: Steve Sabraski, P.E. Landform 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 612-252-9070 ssabraski@landform.net Certification: u of MN, Design of Construction SWPPP, exp. May 31, 2025 SWPPP Inspector / Manager: Landform 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 attn: Chris Olson 612-638-0239 Certification: Construction Site Management, exp. May 31, 2024 BMP Installation and Repair: To be determined. Contact Operator until BMP Installer and Maintainer is selected. Certification: , exp. 1. 2. 3. 4. 5. 6. WATERS WITHIN ONE MILE OF SITE SCHEDULE OF BMP INSTALLATION AND CONSTRUCTION ACTIVITY 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. DESCRIPTION OF CONSTRUCTION ACTIVITY 1. 2. ENVIRONMENTAL, ENDANGERED SPECIES, & ARCHEOLOGICAL REVIEWS There are no requirements for storm water due to environmental, endangered species, or archeological review within the Chanhassen AUAR Update of May 2017. 1. MINNESOTA IMPAIRED WATERS 1. 2. 3. 4. 5. 6. 7. NPDES PERMIT AND SWPPP COMPONENTS The current Minnesota Construction Stormwater Permit C00053019 dated May 29, 2019 is referenced in this document as the Permit. The SWPPP includes the following components: ·Avienda Townhomes (Phase 2) Construction Documents prepared by Landform ·Stormwater Management Narrative and calculations ·Maintenance Plan for permanent stormwater BMPs ·Preliminary geotechnical report prepared by Braun Intertec, dated 4-12-2017 ·Piezometer report by Braun Intertec, dated 10-16-2017 ·Double-ring infiltrometer test results by Braun Intertec, dated 8-16-2017 All components must be kept onsite by the Operator. The Operator shall contact Civil Engineer if they do not have all of the above documents. 1. TEMPORARY SEDIMENTATION BASIN(S) This overall project does have more than 5 acres draining to a common location and the site drains to Impaired Waters, therefore temporary sediment basins are required. Temporary sediment basins have been provided on the overall Avienda Development and are to be utilized for this project until completion of permanent stormwater BMPs. Temporary sediment basins shall provide treatment to runoff before it leaves the construction site or enters surface waters. The contractor shall comply with the following requirements: A.Sedimentation basins must provide live storage of runoff resulting from the 2-yr 24-hr rainfall event from each acre drained to the basin with a minimum of 1,800 cf/acre live storage volume. (Where no calculation has been performed, each basin shall provide at least 3,600 cf/acre of live storage.) Sedimentation basins must include a stabilized emergency overflow to prevent basin integrity failure. B.Discharge from temporary sedimentation basins will be withdrawn from the surface in order to minimize the discharge of pollutants. Discharge from basin draining shall not adversely affect the receiving water or downstream properties. Contractor will visually check to ensure adequate treatment has been obtained and that nuisance conditions will not result from the discharge. Any discharge observed to be occurring during the inspection shall be recorded, described, and photographed. If any proposed temporary BMPs are not working as planned refer to the "Stormwater Compliance Assistance Toolkit for Small Construction Operators", MPCA, 2017 for additional information. Operator shall contact the SWPPP Designer for additional requirements and information. 1. 2. 3. 4. 5. SITE INFORMATION Site location: Latitude: 44.867527, Longitude: -93.557648 Disturbed area = 93.0 ac. Pre-construction impervious area within disturbed area = 0.4 ac. Post-construction impervious area within disturbed area = 7.38 ac. Net change in impervious area within disturbed area = 6.98 ac. Avienda Townhomes disturbed area = 10.2 ac. Pre-construction impervious area within disturbed area = 0.0 ac. Post-construction impervious area within disturbed area = 4.0 ac. Net change in impervious area within disturbed area = 4.0 ac. Type of stormwater management: ·Filtration ·Stormwater Reuse Through Irrigation Erosion prevention and sediment control quantities are on sheets C3.1A-C3.1B. 1 MILE SURFACE WATER BUFFERS 50 foot buffers from surface waters are not possible everywhere on this site due to site grading requirements. We have provided smaller buffers in combination with double silt fence where grading is adjacent to surface waters. For Wetland 3, the buffer ranges from 28' to 50'. Wetland 4 has a buffer of 50'. For Wetland 6, the buffer ranges from 20' to 80'. MNDOT Wetland M09 has a buffer ranging from 38' to 80'. The above buffers are impacted only for storm sewer inlet and outlet construction. 1. Owner / Operator(s) wishing to terminate coverage under the Permit must submit a Notice of Termination (NOT) to the MPCA. Compliance with the permit is required until a NOT is submitted. Refer to the Permit for details. Conditions for submitting a NOT include: A.Site must have achieved final stabilization (refer to section above). B.The permanent stormwater treatment and conveyance systems must be clean and all accumulated sediment removed. C.All temporary synthetic erosion prevention and sediment control BMPs must be removed from the site and disposed of properly. D.Single Family Residential only - Permit termination on individual lots occurs once building construction is complete, temporary erosion prevention and downgradient perimeter control is complete, the residence sells to the homeowner, and the permittee distributes the MPCA's "Homeowner Fact Sheet" to the homeowner. 1. The Owner / Operator(s) must ensure final stabilization of the site. Final stabilization includes: A.Ensuring all areas have permanent cover. B.Vegetative areas must have perennial cover with a density of 70% of expected final growth. 1. Permittees must ensure that a trained person will inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5-inches in 24 hours. Inspections shall include stabilized areas, erosion prevention and sediment control BMPs, and filtration areas. Surface waters on or adjacent to the site must be inspected for evidence of erosion or sediment deposition. Permittees must record all inspection and maintenance activities within 24 hours of being conducted as detailed in the Permit. Inspection Records content shall include: A.Date and time of inspections; B.Name of persons conduction inspections; C.Findings of inspections, including specific locations where corrective actions are needed; D.Corrective actions taken including dates, times, and the party taking the corrective action; E.Dates of all rainfall events greater than 1/2 inch in 24 hours (refer to Permit for measurement requirements); F.Any discovered discharge must be recorded, including photographs, descriptions of discharge (color, odor, settled or suspended solids, oil sheen, or other obvious indicators of pollution), and specific location of discharge location; G.Any amendments to the Permit as a result of inspections must be documented within seven calendar days as described in the Permit. BMP Maintenance: A.Nonfunctional BMPs must be repaired or replaced by the end of the next business day after discovery unless a different time frame is indicated. B.Follow the designer's or manufacturer's recommended maintenance procedures for all BMPs. C.Remove sediment from BMPs when the depth of sediment has reached 1/2 the height of the BMP and properly dispose of sediment into controlled areas to prevent soil from returning to the BMP during subsequent rain events. D.Remove sediment from paved roadways within one calendar day of discovery. E.Remove sediment from around BMPs protecting storm drain inlets. F.Surface waters with evidence of sediment deposition must be stabilized and sediment removed within seven calendar days of discovery, or as stated by the Permit. G.Ensure that construction support activities, including borrow areas, waste areas, contractor work areas, and material storage areas and dedicated concrete and asphalt batch plants are cleaned and maintained. H.Replace damaged BMPs that no longer operate effectively. Add BMPs as needed during construction to minimize erosion and prevent sediment from leaving the site. 1. 2. 3. 4. 5. 6. 7. Install perimeter sediment control BMPs prior to start of other site work. Refer to Grading, Drainage, Paving and Erosion Control sheets for initial locations of BMPs. Perform work in phases to minimize disturbed area at any one time. Strip topsoil from areas to be disturbed and stockpile with perimeter sediment control BMPs. Provide immediate stabilization. Fine grade site. Grading areas open at one time should be limited to minimize potential for sediment transport. Install public utilities including stormwater basins. Final grade roadway areas and compact subgrade. Place pavement aggregate and compact. Install curb and gutter. Backfill and stabilize exposed soil. Install private utilities (gas, electric, communications). Pave roadways, trails and walks. Provide final stabilization for any remaining disturbed areas. Remove temporary BMPs once up gradient areas are stabilized. Connect filtration practices to storm sewer inlets. Turn over lots to homebuilder. Construction activity includes erosion and sediment control BMPs installation, clearing and grubbing, site grading, utility installation, paving, and landscaping. Homebuilder construction activity will include erosion and sediment control BMPs installation, utility installation, paving, building construction, and landscaping on individual parcels. Hazeltine Lake (AUID: 10-0014-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; and stormwater does not discharge to it. Lake Riley (AUID: 10-0002-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; and stormwater does discharge to it from the overall site. Storm water from Avienda Townhomes does not drain to it. A.TMDLs have been established for this impaired water for Fishes Bioassessment. B.TMDLS have been established for this impaired water for Mercury in Fish Tissue. C.TMDLS have been established for this impaired water for Nutrient / eutrophication biological indicators. Lake Susan (AUID: 10-0013-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; and stormwater does discharge to it from the overall site. Storm water from Avienda Townhomes does not drain to it. A.TMDLs have been established for this impaired water for Mercury in fish tissue. There are no special construction requirements for this impairment. B.TMDLs have not been established for this impaired water for Nutrient / eutrophication biological indicators. There are no special construction requirements for this impairment. Bluff Creek (AUID: 07020012-710) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; and stormwater does discharge to it from the overall site and from Avienda Townhomes. A.TMDLs have been established for this impaired water for Fishes bioassessments. There are no special construction requirements for this impairment. B.TMDLs have been established for this impaired water for Turbidity. There are no special construction requirements for this impairment. This site will meet these TMDLs using the following methods: Follow Permit requirements. Stream Unassessed (AUID: 07020012-999), tributary to Lake Susan is not impaired, is within one mile of the site, and stormwater from the site does not discharge to it. The following waters are within one mile of the site, receive stormwater discharge from the site, but do not appear on the MPCA Impaired Waters Viewer: A.MNDOT Wetland M09 B.MNDOT Wetland M10 C.Onsite Wetland #3 D.Onsite Wetland #4 E.Onsite Wetland #6 F.MNDOT Stormwater "Englewood" Pond 31 6+00 931 928 925924 931928929 924931930 928929 4 .1%2.8%3.7%5.3%4.8%2.8% 4.2% 25.99 EOF SAN>SAN>S A N>6+00 STS >>STS >>STS>>STS>>STS>>STS>>SAN MH 41-045 / 3 SAN MH 41-046 / 4 2+002+40.840+ 0 0 1+00 CB 132 CB 131 CBMH 403 CBMH 402 FES 401 STS>>FES 411 CBMH 412 CBMH 4130+001+001+31.750+00 1+00 1+51.52 0+000+35.03C 5 47' - 15" RCP@ 0.2%75' - 8" HDPE@ 1.0%22' - 8 " H D P E @ 0 . 5 % 6+00 GF=928.8 929.1 (FFE) SOG 928.6 GF=930.8 931.1 (FFE) SOG 930.6GF=931.8931.2(FFE)SOG931.6GF=932.5932.8(FFE)SOG932.3OEOEOEOEOEOE30' CITY WETLANDBUFFER SETBACK (TYP) 930 928929931 930 931 925 925 930 AAB B 29' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%25' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%26' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%26' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%27' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%27' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%102' - 8" PERF. HDPE W/ CIRCULAR SOCK @ 0.5%8" X 8" TEE (TYP.) 8" C.O. INV = 921.51 8" C.O. (TYP.)9' - 8" PVC SDR 36@ 0.7%BASIN 31P HWL = 925.53 BOT. = 924.00 MILLS DRIVE OUTLOT B OUTLOT A Basin 31P - Section A-A HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 915 920 925 930 935 915 920 925 930 935 EG:FG:-0+25 EG: 931.21FG: 931.210+00 EG: 926.91FG: 926.91EG: 923.73FG: 923.730+50 EG: 923.86FG: 923.86EG:FG:1+00 EG:FG:EG:FG:1+50 EG:FG:1+75 BTM = 924.00 EXISTING GRADE FINISHED GRADE SEE DETAIL C7.4/6 FOR CROSS SECTION DETAIL STMH 611 RIM: 926.17 INL (N): 920.93 INL (NW): 925.00 (8" ORIFICE) INV: 920.93 48" DIA SPLIT GRATE PER DETAIL C7.5/3 47' - 15" RCP CL. V @ 0.2%FES 610 INV= 920.85 PER DETAIL C7.3/7 RIP-RAP PER DETAIL C7.1/5 8" ORIFICE Basin 31P - Section B-B HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 915 920 925 930 935 915 920 925 930 935 EG:FG:-0+25 EG: 925.05FG: 925.030+00 EG: 923.73FG: 923.73EG: 923.73FG: 923.730+50 EG: 925.50FG: 923.73EG: 927.80FG: 923.731+00 EG: 928.59FG: 923.73EG: 928.50FG: 929.451+50 EG:FG:EG:FG:2+00 EG:FG:2+25 EXISTING GRADE FINISHED GRADE SEE DETAIL C7.4/6 FOR CROSS SECTION DETAIL BTM = 924.00 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C303SCD001.DWG BASIN CROSS-SECTIONS C3.3A NORTH 0 30 60 WEST-CENTRAL BASIN 32 0+001+002.0%916923 921 924 924 921 923925 923 928 923 925 924 926 925 924 922 927924 926 >>>>>>>>>>>>>>>>>>>>920.54 EOFSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>0+001+00>>STS>>STS >>STS >>STS >>STS>>0+001+00 0+00 1+001+6 4 . 7 1 MH 121 CB 104 CB 103 CBMH 102 MH 101 CB 111 CB 112 0+00 1+00 2+00 3+00 3+80.96 0+001+ 0 0 1+ 1 1 . 1 0 EX. STMH 512 C1SAN MH 41-041 SAN MH 41-035 39' - 1 8" R C P @ 0.5%51' - 15" RCP@ 0.5%0+001+00GF=923.1GF=922.0914.5FBWO914.0B-13AVIENDA PARKWAY 9209219229 2 1 9 2 2 923 924 925 920 920 920 921 922 916 4 8 " L=277.76 R=1390.00 Δ=11°26'58" AVIENDA PA R K W A Y A A BB35 LF53 LF56 LF57 LF51 LF52 LF46 LF47 LF42 LF42 LF37 LF39 LF34 LF36 LF31 LF33 LF28 LF30 LF27 LF25 LF22 LF24 LF19 LF21 LF17 LF19 LF15 LF17 LF14 LF15 LF11 LF13 LF10 LF8" PERF. HDPE UNDERDRAINS WITH CIRCULAR SOCK (TYP.) 8" PERF. HDPE DISTRIBUTION PIPE (TYP.), INV = 914.63 330' - 18" PERF. HDPE DISTRIBUTION HEADER @ 0.0% 302' - 8" PER F . H D P E U N D E R D R A I N H E A D E R @ 0 . 0 % 24' - 8" PERF. HDPE UNDERDRAIN HEADER @ 0.0%, INV = 912.63 10' - 8" PERF. HDPE UNDERDRAIN HEADER @ 0.0% 8" X 18" TEE (TYP.) 8" X 8" TEE (TYP.) 8" C.0. (TYP.) 1 7 ' - 8 " PVC@ 0 . 0%MILLSLANEBASIN 25P HWL = 917.37 70' - 18" PERF. HDPEOUTLET @ 0.0%INV (E): 915.67 INV (N-S): 914.93 8" C.0. (TYP.) OUTLOT C 8" C.0. INV: 912.63 8" C.0. INL (N): 914.93 INL (SE): 914.93 INV: 914.93 8" C.0. INL (W): 912.63 8" TEE W/ C.0. INL (N): 914.93 INV: 914.93 INV: 914.93 Basin 25P - Section A-A HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 905 910 915 920 925 930 905 910 915 920 925 930 EG:FG:-0+25 EG: 922.01FG: 922.010+00 EG: 919.37FG: 919.37EG: 916.47FG: 916.470+50 EG: 916.02FG: 916.02EG: 915.63FG: 915.631+00 EG: 915.88FG: 915.88EG: 916.15FG: 916.151+50 EG: 916.42FG: 916.42EG: 916.69FG: 916.692+00 EG: 916.96FG: 916.96EG: 917.23FG: 917.232+50 EG: 917.50FG: 917.50EG: 917.77FG: 917.773+00 EG: 918.04FG: 918.04EG: 918.61FG: 918.613+50 EG: 921.43FG: 921.43EG:FG:4+00 EG:FG:4+25 EXISTING GRADE FINISHED GRADE REFER TO DETAIL C7.4/7 MH 121 RIM: 926.26 INL (S): 914.93 INV: 914.93 48" DIA R1642 PER DETAIL C7.2/11 MH 101 RIM: 921.65 INL (NW): 915.38 INL (E): 915.58 INV: 914.93 48" DIA R1642 PER DETAIL C7.2/11 ROCK TOP = 919.65 SAND TOP = 914.93 SAND BOTTOM = 912.63 Basin 25P - Section B-B HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 905 910 915 920 925 930 905 910 915 920 925 930 EG:FG:-0+25 EG: 919.50FG: 919.500+00 EG: 915.43FG: 915.43EG: 915.43FG: 915.430+50 EG: 915.43FG: 915.43EG: 919.07FG: 919.071+00 EG:FG:EG:FG:1+50 EG:FG:1+75 EXISTING GRADE FINISHED GRADE REFER TO DETAIL C7.4/7 70' - 18" PERF. HDPE @ 0.0% INV = 915.67 ROCK TOP = 919.65 EXISTING STMH 512 RIM: 923.31 INL (W): 915.67 INL(SW): 912.63 INV: 908.00 R3067-V EXISTING 164' - 18" PVC @ 1 . 3 3 % PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C303SCD001.DWG BASIN CROSS-SECTIONS C3.3B NORTH 0 30 60 33 XXXX SSMHRE=915.2IE=884.1>>>>>>WETLAND 3WETLAND 4BASIN 31P HWL = 925.53 BOT = 924.00123456789101132154321123456712345 12345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6BASIN 28P HWL = 914.26 BTM = 912.53 BASIN 47P HWL = 916.73 BTM = 908.00 BASIN 46PHWL = 890.80BTM = 887.17BASIN 41.3PHWL = 880.40NWL=875.63NWL = 920.58 HWL = 921.95 UNDERGROUND BASIN 25P HWL = 919.63 BTM = 912.63 OUTLOT C OUTLOT BOUTLOT AOUTLOT EOUTLOT FSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SANSAN>SANSAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS >>STS>>STS >>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS> >STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>STS>>STS>>SAN MH 41-040 SAN MH 41-041 SAN MH 41-035 MILLS LANE NW BLUFF CREEK BOULEVARDB L U F F C R E E K B O U L E V A R D AVIENDA PARKW A Y MILLS DRIVEAVIENDA LANE S.OUTLOT DOUTLOT C PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C401SCD001.DWG UTILITIES OVERALL C4.1 NORTH 0 60 120 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracer wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Contact City of Chanhassen Inspector for watermain connection inspections. Contact City of Chanhassen Inspector for flushing and pressure test inspections. Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES 34 0+001+002+003+00 GF=927.3919.8FBWO919.3GF=926.8919.3FBWO918.8GF=924.7917.2FBWO916.7GF=923.1915.6FBWO915.1GF=922.0914.5FBWO914.0GF=930.8 923.3 FBWO 922.8 GF=932.2 924.9 FBLO 924.4 GF=929.8 922.3 FBWO 921.8 16745UNDERGROUND BASIN 25P HWL = 919.63 BTM = 912.63SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STSSTSSTS>SAN>0+001+002+003+00 STS >>STS>>STS>>0+00 1+001+6 4 . 7 1 CB 104 CB 103 CBMH 102 MH 101 CB 111 CB 112 SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>EX. STMH 512 C1C2SAN MH 41-040 SAN MH 41-041 SAN MH 41-035 R36'R64'R36' R64'R20'R20'R336.82'R308.82'28'B-B28'B-BC7.2 3 STREET INTERSECTION CONCRETE VALLEY GUTTER C.O. (TYP.) 900 905 910 915 920 925 930 SAN MH 41-040 RIM: 926.07 INL (E): 900.77 INL (S): 912.10 INV: 900.67 STORM SEWER STORM SEWER SAN MH 41-041 RIM: 921.57 INL (SE): 901.48 INV: 901.38 FINISHED GRADE EXISTING GRADE EXISTING 1 2 " P V C C 9 0 0 W A T E R M A I N 5.20% 1.56% EXISTING - 8" PVC SDR 26 SANITARY SE W E RGRADE BREAK STA = 0+17.44ELEV = 919.704PVI STA: 1+78.49 PVI ELEV: 922.21 K: 54.73 LVC: 199.24 AD: 3.64%BVCS: 0+78.87BVCE: 920.66EVCS: 2+78.11EVCE: 927.390+46.41 920.16 PC 2+36.51 925.39 PCC 2+74.25 927.19 Mid 1+41.46 921.99 Mid 900 905 910 915 920 925 900 905 910 915 920 925 25' - 15" RCP CL. V @ 0.5% 39' - 18" RCP CL. V @ 0.5%51' - 15" RCP CL. V @ 0.5% 22' - 15" RCP CL. V @ 0.5% 25' - 15" RCP CL. V @ 0.5% CB 112 RIM: 922.25 INV: 917.82 48" DIA R3067-V PER DETAIL C7.1/4 CB 111 RIM: 922.19 INL (N): 917.70 INV: 915.57 48" DIA R3067-V W/ 3' SUMP & SKIMMER SUMP INV: 912.57 PER DETAIL C7.4/8 MH 101 RIM: 921.65 INL (NW): 915.38 INL (E): 915.58 INV: 914.93 48" DIA R1642 PER DETAIL C7.4/4 CBMH 102 RIM: 919.45 INL (E): 915.84 INV: 915.84 48" DIA W/ 3' SUMP & SKIMMER SUMP INV: 912.84 PER DETAIL C7.4/8 R-4341-A BEEHIVE CB 103 RIM: 920.01 INL (NE): 915.95 INV: 915.95 48" DIA R3067-V PER DETAIL C7.1/4 CB 104 RIM: 920.06 INV: 916.08 48" DIA R3067-V PER DETAIL C7.1/4 SANITARY SANITARY WATERMAIN 3.1' SEPARATION BETWEEN STORM SEWER AND EXISTING WATERMAIN 2.6' SEPARATION BETWEEN STORM SEWER AND EXISTING WATERMAIN. FINISHED GRADE EXISTING GRADE CL MILLS LANE EG:FG:-0+25 EG: 920.05FG: 920.050+00 EG: 919.83FG: 919.83EG: 920.58FG: 920.580+50 EG: 921.14FG: 921.14EG: 921.69FG: 921.691+00 EG: 922.25FG: 922.25EG: 922.80FG: 922.801+50 EG: 923.36FG: 923.36EG: 923.91FG: 923.912+00 EG: 924.47FG: 924.47EG: 925.02FG: 925.022+50 EG: 925.57FG: 925.57EG: 926.13FG: 926.133+00 EG: 926.68FG: 926.68EG:FG:-0+25 EG: 924.00FG: 922.050+00 EG: 922.85FG: 922.39EG: 921.23FG: 922.140+50 EG: 919.49FG: 921.22EG: 919.42FG: 920.131+00 EG: 920.10FG: 919.96EG: 920.87FG: 920.411+50 EG:FG:EG:FG:2+00 EG:FG:2+25 MILLS LANE NW HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' CB 112 - CB 104 HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' Curve Table: Alignments Curve # C1 C2 C3 C4 C5 C6 C7 C8 Radius 322.819 50.000 86.435 50.000 50.000 98.963 313.000 489.730 Length 190.097' 75.492' 29.495' 78.540' 78.540' 111.414' 81.662' 111.214' Delta 33°44'22" 86°30'28" 19°33'05" 90°00'00" 90°00'00" 64°30'16" 14°56'55" 13°00'41" Start Station 0+46.41 2+36.51 6+33.04 2+77.00 5+00.54 0+15.76 3+32.78 4+73.37 End Station 2+36.51 3+12.00 6+62.53 3+55.54 5+79.08 1+27.17 4+14.44 5+84.58 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C501SCD001A.DWG MILLS LANE NW STREET & STORM C5.1A NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracer wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Contact City of Chanhassen Inspector for watermain connection inspections. Contact City of Chanhassen Inspector for flushing and pressure test inspections. Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES MILLS LANE NWSEE SHEET C5.1BSEE SHEET C5.1BVERTICAL SCALE = 1":3' MILLS LANE NW Refer to sheet C2.2 for typical street cross sections19. PAVING NOTES CB 112 - CB 104 OUTLOT C 35 SANSAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>3+006+95. 1 6 3+00 4+00 5+00 6+00 SAN>SAN>C3 C4 MILLS LANE NW 3+003+00 4+00 5+00 6+00 6+95. 1 6 GF=930.8 GF=933.1 925.6 GF=934.5 927.0 GF=935.7 930.2 GF=935.3 927.8 GF=936.3 928.8 GF=936.4 928.9 FBWO R20'R100.43'R20'28'B-BC7.2 3 STREET INTERSECTION CONCRETE VALLEY GUTTER R72.43'C.O. (TYP.) 900 905 910 915 920 925 930 935 940 945 FINISHED GRADE FINISHED GRADE EXISTING GRADE 2.00%-1.00% 1.21% 5.20% GRADE BREAK STA = 6+78.83 ELEV = 935.033 PVI STA: 3+79.78 PVI ELEV: 932.68 K: 34.09 LVC: 135.96 AD: -3.99%BVCS: 3+11.80BVCE: 929.14EVCS: 4+47.76EVCE: 933.50PVI STA: 6+03.83 PVI ELEV: 935.39 K: 45.45 LVC: 100.47 AD: -2.21%BVCS: 5+53.59BVCE: 934.78EVCS: 6+54.07EVCE: 934.89PVI STA: 6+65.66 PVI ELEV: 934.77 K: 0.34 LVC: 1.01 AD: 3.00% BVCS: 6+65.15 BVCE: 934.77 EVCS: 6+66.17 EVCE: 934.78 LP STA: 6+65.49 LP ELEV: 934.77 EVCS: 2+78.11EVCE: 927.396+33.04 935.05 PC 6+62.53 934.80 PT3+12.00 929.15 PT 6+47.78 934.94 Mid EG: 925.57FG: 925.57EG: 926.13FG: 926.133+00 EG: 926.68FG: 926.68EG: 927.23FG: 927.233+50 EG: 927.79FG: 927.79EG: 928.34FG: 928.344+00 EG: 928.89FG: 928.89EG: 929.44FG: 929.444+50 EG: 929.99FG: 929.99EG: 930.54FG: 930.545+00 EG: 931.10FG: 931.10EG: 931.65FG: 931.655+50 EG: 932.20FG: 932.20EG: 932.75FG: 932.756+00 EG: 933.30FG: 933.30EG: 933.88FG: 933.886+50 EG: 934.34FG: 934.34EG:FG:7+00 EG:FG:7+25 MILLS LANE NW HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' Curve Table: Alignments Curve # C1 C2 C3 C4 C5 C6 C7 C8 Radius 322.819 50.000 86.435 50.000 50.000 98.963 313.000 489.730 Length 190.097' 75.492' 29.495' 78.540' 78.540' 111.414' 81.662' 111.214' Delta 33°44'22" 86°30'28" 19°33'05" 90°00'00" 90°00'00" 64°30'16" 14°56'55" 13°00'41" Start Station 0+46.41 2+36.51 6+33.04 2+77.00 5+00.54 0+15.76 3+32.78 4+73.37 End Station 2+36.51 3+12.00 6+62.53 3+55.54 5+79.08 1+27.17 4+14.44 5+84.58 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C501SCD001B.DWG MILLS LANE NW STREET & STORM C5.1B NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracer wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Contact City of Chanhassen Inspector for watermain connection inspections. Contact City of Chanhassen Inspector for flushing and pressure test inspections. Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES MILLS LANE NWSEE SHEET C5.1ASEE SHEET C5.1AVERTICAL SCALE = 1":3' MILL S D RI V E SEE SHEET C5.2ARefer to sheet C2.2 for typical street cross sections19. PAVING NOTES OUTLOT C 36 885 890 895 900 905 910 915 920 EG:FG:-0+25 EG: 912.95FG:0+00 EG: 912.18FG:EG: 911.39FG: 911.370+50 EG: 910.38FG: 911.05EG: 909.36FG: 912.021+00 EG: 908.35FG: 913.38EG: 907.33FG: 913.841+50 EG: 906.31FG: 915.25EG: 905.33FG: 916.002+00 EG: 904.33FG: 916.53EG: 903.32FG: 917.282+50 EG: 902.31FG: 917.34EG: 901.96FG: 916.343+00 EG: 907.09FG: 915.64EG: 910.59FG: 915.583+50 EG: 911.27FG: 915.12EG: 911.86FG: 914.964+00 EG: 912.52FG: 916.39EG: 914.39FG: 919.124+50 EG: 919.35FG: 921.18EG: 923.805+00 49' - 8" H D P E @ 3 . 0 % 159' - 8" HD P E @ 2 . 0 % CBMH 302 RIM: 919.64 INL (S): 916.29 INV: 912.29 NYLOPLAST DRAIN PER DETAIL C7.1/11 MH 301 RIM: 915.99 INL (SW): 909.10 INV: 909.10 48" DIA R-1642 SEE DETAIL C7.4/4 FINISHED GRADE EXISTING GRADE STMH 501 RIM: 912.76 INL (SE): 905.12 INV: 892.78 113' - 8" HD P E @ 2 . 0 % CONNECT TO STMH 501 AT INV = 903.47 San Sewer-Public MH 300 RIM: 915.52 INL (W): 906.85 INV: 906.85 48" DIA R-1642 SEE DETAIL C7.4/4 169' - 8" HD P E @ 2 . 0 % L =3 1 6 .4 5 R =240.00Δ =75°32'48"N01°05'17"E 1540.84SAN>SAN>SAN>SAN>SANSAN> >STS>>STS>>STS>>STS>>STS> >STS> >STS> >STS> >STS>>STS>> 2+00 STS>>STS>>STS>>STS>>STS>>0+000+00 1+00 2+00 3+004+00CB 112 MH 301 CBMH 302SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STMH 501 C1 C2 STS>>STS>>STS>>STS>>STS>>MH 300 SAN MH 41-040SAN MH 41-041 2+00 XXXXXX XOUTLOT C BLOCK 4 3 2 1 4 5 GF=927.3 919.8 FBWO 919.3 GF=926.8 919.3 FBWO 918.8 GF=924.7 917.2 FBWO 916.7 GF=92 3 . 1 915.6 FBWO 915.1 GF= 9 2 2 . 0 914. 5 FB W O 914. 0 STORM 300 SERIES HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C501SCD001C.DWG BLOCK 3 REAR YARDS STORM C5.1C NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracer wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Contact City of Chanhassen Inspector for watermain connection inspections. Contact City of Chanhassen Inspector for flushing and pressure test inspections. Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES VERTICAL SCALE = 1":3'37 910 915 920 925 930 935 940 CBMH 309 RIM: 934.62 INL (E): 930.70 INV: 930.70 NYLOPLAST DRAIN PER DETAIL C7.1/11 51' - 8" HD P E @ 2 . 5 % 56' - 8" HD P E @ 2 . 5 % 54' - 8" HD P E @ 2 . 5 % 55' - 8" HD P E @ 2 . 5 % 55' - 8" HD P E @ 2 . 5 % 56' - 8" H D P E @ 4. 8 % 49' - 8" H D P E @ 3 . 0 % CBMH 308 RIM: 933.40 INL (S): 929.42 INL (E): 929.42 INV: 929.42 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 307 RIM: 932.29 INL (S): 928.02 INL (E): 928.02 INV: 928.02 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 306 RIM: 931.21 INL (S): 926.67 INL (E): 926.67 INV: 926.67 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 305 RIM: 930.11 INL (S): 925.30 INL (E): 925.30 INV: 925.30 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 304 RIM: 929.02 INL (S): 923.92 INL (E): 923.92 INV: 920.42 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 303 RIM: 921.75 INL (S): 917.76 INL (E): 917.76 INV: 917.76 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 302 RIM: 919.64 INL (S): 916.29 INV: 912.29 NYLOPLAST DRAIN PER DETAIL C7.1/11 FINISHED GRADE EXISTING GRADESAN>>2+003+006+95. 1 6 STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STSSTS>>4+0 0 5+00 6+00 7+00 8+00 8+34.85 CBMH 302 CBMH 303 CBMH 304 CBMH 305 CBMH 306 CBMH 307 CBMH 308 CBMH 309SAN>SAN>SAN>SAN>SAN>MILLS DRIVE2+003+006+95. 1 6GF=927.3GF=936.4 936.7(FFE) SOG 936.2 GF=936.1 936.4(FFE) SOG 935.9 GF=935.5 936.8(FFE) SOG 935.3 GF=934.8 935.1(FFE) SOG 934.6 GF=933.9 934.2(FFE) SOG 933.7 GF=932.2 924.9 FBLO 924.4 GF=929.8 922.3 FBWO 921.8 1234567BLOCK 3>IBOULDERRET. WALXXX X XXTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1XXXCBRE=924.8IE=920.7>>>>CLEAN OUT INV: 927.35 PER DETAIL C7.4/5 CLEAN OUT INV: 928.69 PER DETAIL C7.4/5 CLEAN OUT INV: 930.26 PER DETAIL C7.4/5 CLEAN OUT INV: 925.98 PER DETAIL C7.4/5 CLEAN OUT INV: 924.58 PER DETAIL C7.4/5 CLEAN OUT INV: 918.48 PER DETAIL C7.4/5 CLEAN OUT INV: 931.38 PER DETAIL C7.4/5 OUTLOT C EG: 914.39FG: 919.124+50 EG: 919.35FG: 921.18EG: 923.80FG: 921.825+00 EG: 926.83FG: 924.17EG: 927.65FG: 927.655+50 EG: 928.50FG: 929.32EG: 929.21FG: 929.826+00 EG: 929.79FG: 930.32EG: 930.40FG: 930.826+50 EG: 930.71FG: 931.32EG: 930.86FG: 931.827+00 EG: 931.31FG: 932.32EG: 932.05FG: 932.827+50 EG: 933.48FG: 933.32EG: 933.90FG: 934.388+00 EG: 934.68FG: 935.56EG:FG:8+50 EG:FG:8+75 STORM 300 SERIES HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C501SCD001D.DWG BLOCK 3 REAR YARDS STORM C5.1D NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracer wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Contact City of Chanhassen Inspector for watermain connection inspections. Contact City of Chanhassen Inspector for flushing and pressure test inspections. Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES VERTICAL SCALE = 1":3'38 910 915 920 925 930 935 940 945 0.60% -1.55%GRADE BREAK STA = 1+20.86ELEV = 937.511PVI STA: 2+00.00 PVI ELEV: 937.99 K: 26.41 LVC: 100.00 AD: -3.79%BVCS: 1+50BVCE: 937.69EVCS: 2+50EVCE: 936.39PVI STA: 3+00.00 PVI ELEV: 934.80 K: 61.21 LVC: 100.00 AD: 1.63%BVCS: 2+50BVCE: 936.39EVCS: 3+50EVCE: 934.02FINISHED GRADE EXISTING GRADE 2+77.00 935.59 PC 3+55.54 933.94 PT 3+16.27 934.64 MidSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>STS >>STS>>STS>>STS>>SAN>SAN>SAN>S A N>SAN>SAN>SAN>SAN>SAN>SAN>1+00 2+00 3+0 0 4+005+006+00 7+00 7+37.876+95.16STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>0 + 0 0 1+002+003+003+05.488+34.850+001+002+002+40.840+ 0 0 1+00 1+32.23 CB 132 CB 131 CB 123 CB 124 CBMH 122 MH 121 CBMH 405 CBMH 404 CBMH 403 CBMH 402 FES 401 STS>>FES 411 CBMH 412 CBMH 4130+001+001+31.750+00 1+00 1+51.52 3+80.960+000+35.03SAN>SAN>C4 C 5 MILLS DRIVE 1+00 2+00 3+0 0 4+005+006+00 7+00 7+37.876+95.16GF=927.8 928.1 (FFE) SOG 927.6 GF=928.8 929.1 (FFE) SOG 928.6 GF=930.8 931.1 (FFE) SOG 930.6 GF=936.4928.9FBWO928.4GF=936.4928.9FBWO928.4GF=935.5928.0FBWO927.5GF=934.7927.2FBWO926.7GF=931.8931.2(FFE)SOG931.6GF=933.8926.3FBWO925.8GF=932.5932.8(FFE)SOG932.3GF=933.7934.0(FFE)SOG933.5GF=934.5934.8(FFE)SOG934.3GF=936.3936.6(FFE)SOG936.17 8 9 10 11 321 5 4 3 2 1 BLOCK 1 BLOCK 2 NWL = 920.58HWL = 921.95OUTLOT B OUTLOT A C7.2 3 STREET INTERSECTION CONCRETE VALLEY GUTTER R20' R20'R34.5'R65.5'31'B-B>>IIB-4 WETLAND #3 20' CITY WETLAND BUFFER 30' CITY WETLAND BUFFER SETBACK (TYP)MILLS LANEC7.2 7 ASPHALT PAVEMENT TRANSITION OUTLOT CMILLS DRIVE HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3'EG:FG:-0+25 EG: 936.58FG:0+00 EG: 936.52FG:EG: 936.68FG:0+50 EG: 937.01FG:EG: 937.29FG:1+00 EG: 937.55FG: 937.54EG: 937.71FG: 937.691+50 EG: 937.71FG: 937.72EG: 937.45FG: 937.512+00 EG: 936.92FG: 937.07EG: 936.24FG: 936.392+50 EG: 935.57FG: 935.65EG: 934.89FG: 935.003+00 EG: 934.21FG: 934.46EG: 933.54FG: 934.023+50 EG: 932.86FG: 933.64EG: 932.18FG: 933.254+00 EG: 931.51FG: 932.86EG: 930.834+50 Curve Table: Alignments Curve # C1 C2 C3 C4 C5 C6 C7 C8 Radius 322.819 50.000 86.435 50.000 50.000 98.963 313.000 489.730 Length 190.097' 75.492' 29.495' 78.540' 78.540' 111.414' 81.662' 111.214' Delta 33°44'22" 86°30'28" 19°33'05" 90°00'00" 90°00'00" 64°30'16" 14°56'55" 13°00'41" Start Station 0+46.41 2+36.51 6+33.04 2+77.00 5+00.54 0+15.76 3+32.78 4+73.37 End Station 2+36.51 3+12.00 6+62.53 3+55.54 5+79.08 1+27.17 4+14.44 5+84.58 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C502SCD001A.DWG MILLS DRIVE STREET PLANS C5.2A NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracer wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Contact City of Chanhassen Inspector for watermain connection inspections. Contact City of Chanhassen Inspector for flushing and pressure test inspections. Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES MILLS DRIVE SEE SHEET C5.2BSEE SHEET C5.2B SEE SHEET C5.1A VERTICAL SCALE = 1"=3' Refer to sheet C2.2 for typical street cross sections Refer to sheets 8.1 for Mill Drive Cross Sections. 19. 20. PAVING NOTES 39 905 910 915 920 925 930 935 -5.0 0 % -1.80%EG: 931.51FG: 932.86EG: 930.83FG: 932.474+50 EG: 930.15FG: 932.02EG: 929.48FG: 931.375+00 EG: 928.80FG: 930.50EG: 928.12FG: 929.415+50 EG: 927.44FG: 928.16EG: 926.77FG: 926.936+00 EG: 926.09FG: 925.86EG: 925.41FG: 924.996+50 EG: 924.74FG: 924.32EG: 924.04FG: 923.837+00 EG: 923.52FG:EG:FG:7+50 EG:FG:7+75GRADE BREAK STA = 7+21.43ELEV = 923.449PVI STA: 5+06.36 PVI ELEV: 931.60 K: 29.01 LVC: 100.00 AD: -3.45%BVCS: 4+56.36BVCE: 932.37EVCS: 5+56.36EVCE: 929.10PVI STA: 6+40.00 PVI ELEV: 924.91 K: 31.25 LVC: 100.00 AD: 3.20%BVCS: 5+90BVCE: 927.41EVCS: 6+90EVCE: 924.01125' - 1 5 " R C P C L . V @ 3 . 4 % CB 131 RIM: 928.78 INL (SW): 924.34 INV: 920.44 48" DIA R3067-V PER DETAIL C7.1/4 CB 123 RIM: 923.64 INL (S): 916.21 INL (W): 916.21 INV: 916.01 48" DIA R3067-V PER DETAIL C7.1/4 FINISHED GRADE EXISTING GRADE 5+00.54 931.35 PC 5+79.08 927.96 PT 5+39.81 929.88 Mid AVIENDA P A R K W A Y>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN3+004+00 5+00 6+007+007+37.876+95. 1 6 5+00 6+00 STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS>>STS >>STS >>0+001+00 2+00 3+00 3+05.48 CB 132 CB 131 CB 123 CB 124 CBMH 122 MH 121 0+00 2+00 3+00 3+80.96 0+0 0 0+3 5 . 0 3 SAN>SAN>C3 C4 C5 MILLS DRIVEMILLS LANE NW 3+004+00 5+00 6+007+007+37.875+00 6+00 6+95. 1 6 GF=927.8928.1 (FFE)SOG927.6GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=934.5 FBWO 926.5 GF=935.7 930.2 FBWO 927.7 GF=935.3 927.8 FBWO 927.3 GF=936.3 928.8 FBWO 928.3 GF=936.4 928.9 FBWO 928.4 GF=936.4 928.9 FBWO 928.4 GF=935.5 928.0 FBWO 927.5 GF=934.7 927.2 FBWO 926.7 GF=931.8 931.2(FFE) SOG 931.6 GF=933.8 926.3 FBWO 925.8 GF=932.5 932.8(FFE) SOG 932.3 GF=933.7 934.0(FFE) SOG 933.5 GF=934.5 934.8(FFE) SOG 934.3 GF=936.3 936.6(FFE) SOG 936.1 GF=936.4 936.7(FFE) SOG 936.2 GF=936.1 936.4(FFE) SOG 935.9 GF=935.5 936.8(FFE) SOG 935.3 GF=934.8 935.1(FFE) SOG 934.6 4567891011321543211234BLOCK 3BLOCK 1MILLS DRIVER65.5'R34.5'R20'R20'31'31'B-4B-13B-30PRIVATEPUBLICOUTLOT B OUTLOT C 915 920 925 915 920 925 172' - 18" RCP CL. V @ 0.4% 84' - 18" RCP CL. V @ 0.4% 28' - 15" RCP CL. V @ 0.5% 19' - 18" PVC @ 0.0% CB 124 RIM: 923.64 INV: 916.35 48" DIA R3067-V PER DETAIL C7.1/4 CB 123 RIM: 923.64 INL (S): 916.21 INL (W): 916.21 INV: 916.01 48" DIA R3067-V PER DETAIL C7.1/4 CBMH 122 RIM: 922.78 INL (S): 915.67 INV: 915.67 48" DIA PER DETAIL C7.1/4 R-4341-A BEEHIVE MH 121 RIM: 926.26 INL (S): 914.93 INV: 914.93 48" DIA R1642 W/ 3' SUMP & SKIMMER SUMP INV: 911.93 PER DETAIL C7.4/8 1.5' SEPARATION BETWEEN STORM SEWER AND WATERMAIN FINISHED GRADE EXISTING GRADE EG:FG:-0+25 EG: 920.71FG: 926.860+00 EG: 920.20FG: 926.80EG: 920.48FG: 926.330+50 EG: 920.40FG: 925.65EG: 920.83FG: 925.201+00 EG: 920.78FG: 924.50EG: 920.74FG: 923.921+50 EG: 920.80FG: 923.30EG: 920.88FG: 923.502+00 EG: 920.74FG: 924.99EG: 920.89FG: 925.162+50 EG: 924.25FG: 924.02EG: 924.23FG: 923.893+00 EG:FG:EG:FG:3+50 EG:FG:3+75 Curve Table: Alignments Curve # C1 C2 C3 C4 C5 C6 C7 C8 Radius 322.819 50.000 86.435 50.000 50.000 98.963 313.000 489.730 Length 190.097' 75.492' 29.495' 78.540' 78.540' 111.414' 81.662' 111.214' Delta 33°44'22" 86°30'28" 19°33'05" 90°00'00" 90°00'00" 64°30'16" 14°56'55" 13°00'41" Start Station 0+46.41 2+36.51 6+33.04 2+77.00 5+00.54 0+15.76 3+32.78 4+73.37 End Station 2+36.51 3+12.00 6+62.53 3+55.54 5+79.08 1+27.17 4+14.44 5+84.58 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C502SCD001B.DWG MILLS DRIVE STREET & STORM C5.2B NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracer wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Contact City of Chanhassen Inspector for watermain connection inspections. Contact City of Chanhassen Inspector for flushing and pressure test inspections. Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES MILLS DRIVE SEE SHEET C5.2ASEE SHEET C5.2ACB 124 - STMH 121 VERTICAL SCALE = 1":3' Refer to sheet C2.2 for typical street cross sections Refer to sheets 8.1 for Mill Drive Cross Sections. 19. 20. PAVING NOTES 40 915 920 925 930 935 915 920 925 930 935 EG:FG:-0+25 EG: 933.76FG: 932.720+00 EG: 933.46FG: 933.55EG: 933.63FG: 932.010+50 EG: 932.83FG: 931.87EG: 932.13FG: 930.621+00 EG: 930.47FG: 929.56EG: 929.16FG: 928.641+50 EG: 928.17FG: 929.23EG: 927.29FG: 929.622+00 EG: 924.32FG: 927.64EG:FG:2+50 EG:FG:2+75 CBMH 405 RIM: 932.72 INL (E): 926.14 INL (N): 926.14 INV: 926.14 NYLOPLAST DRAIN PER DETAIL C7.1/11 56' - 8" HDPE @ 1.0 % CBMH 404 RIM: 931.56 INL (N): 925.58 INL (E): 925.58 INV: 925.58 NYLOPLAST DRAIN PER DETAIL C7.1/11 55' - 8" HDPE @ 1.0 % CBMH 403 RIM: 930.10 INL (N): 925.03 INL (E): 925.03 INV: 925.03 NYLOPLAST DRAIN PER DETAIL C7.1/11 55' - 8" HDPE @ 1.0 % CBMH 402 RIM: 928.06 INL (N): 924.48 INL (E): 924.48 INV: 924.48 48" DIA R4341-A BEEHIVE W/ 3' SUMP & SKIMMER SUMP INV: 921.48 PER DETAIL C7.4/8 75' - 8" HDPE @ 1.0 % FES 401 INV= 923.73 PER DETAIL C7.3/7 RIP-RAP PER DETAIL C7.1/5 FINISHED GRADE EXISTING GRADEMILLS DRIVE2+003+004+00 5+00 6+006+95. 1 6 GF=927.8928.1 (FFE)SOG927.6GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=936.4 928.9 FBWO 928.4 GF=935.5 928.0 FBWO 927.5 GF=934.7 927.2 FBWO 926.7 GF=931.8 931.2(FFE) SOG 931.6 GF=933.8 926.3 FBWO 925.8 GF=932.5 932.8(FFE) SOG 932.3 GF=933.7 934.0(FFE) SOG 933.5 GF=934.5 934.8(FFE) SOG 934.3 GF=936.3 936.6(FFE) SOG 936.1 BASIN 31P HWL = 925.53 BOT = 924.0089101132154321BLOCK 1BLOCK 2NWL = 920.58 HWL = 921.95 OUTLOT BOUTLOT ASAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >2+003+004+00 5+00 6+006+95. 1 6 STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS >>STS >>STS>>1+00 2+00 0+00 1+00 2+00 2+40.84 0+001+001+32.23CB 132 CB 131 CB 123 CBMH 122 MH 121 CBMH 405 CBMH 404 CBMH 403 CBMH 402 FES 401 STS>> FES 411 CBMH 412 CBMH 413 0+00 1+00 1+31.7 5 0+001+001+51.523+80.96 0+0 0 0+3 5 . 0 3 SAN>C4 C5 MILLS DRIVECLEAN OUT INV: 926.55 PER DETAIL C7.4/5 CLEAN OUT INV: 926.24 PER DETAIL C7.4/5 CLEAN OUT INV: 925.70 PER DETAIL C7.4/5 CLEAN OUT INV: 925.14 PER DETAIL C7.4/5 CLEAN OUT INV: 924.81 PER DETAIL C7.4/5 B-4WETLAND 320' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK (TYP)CLEAN OUT INL (E): 926.66 INV: 926.66 PER DETAIL C7.4/5 CLEAN OUT INV: 926.91 PER DETAIL C7.4/5 OUTLOT C915 920 925 930 915 920 925 930 EG:FG:-0+25 EG: 927.77FG: 923.730+00 EG: 926.88FG: 928.78EG: 927.12FG: 930.100+50 EG: 926.41FG: 927.07EG: 926.39FG: 928.101+00 EG: 925.84FG: 926.55EG:FG:1+50 EG:FG:1+75 CBMH 412 RIM: 928.04 INL (E): 924.10 INV: 924.10 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 413 RIM: 926.68 INL (N): 924.25 INV: 924.35 NYLOPLAST DRAIN PER DETAIL C7.1/11 55' - 8" HDPE @ 0.5% 22' - 8" HDPE @ 0.5% FINISHED GRADE EXISTING GRADE FES 411 INV= 924.00 PER DETAIL C7.3/7 RIP-RAP PER DETAIL C7.1/5 910 915 920 925 930 935 910 915 920 925 930 935 EG:FG:-0+25 EG: 928.27FG: 928.270+00 EG: 927.88FG: 927.88EG:FG:0+50 EG:FG:0+75 CB 132 RIM: 928.81 INV: 925.32 48" DIA R3501-TL PER DETAIL C7.1/4CB 131 RIM: 928.78 INL (SW): 924.34 INV: 920.44 48" DIA R3067-V PER DETAIL C7.1/4 28' - 15 " R C P C L . V @ 3 . 5 % FINISHED GRADE EXISTING GRADE WATERMAIN SANITARY SEWER PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C502SCD001C.DWG BLOCK 1 & 2 REAR YARDS STORM C5.2C NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracer wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Contact City of Chanhassen Inspector for watermain connection inspections. Contact City of Chanhassen Inspector for flushing and pressure test inspections. Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES CBMH 413 - CBMH 412 CBMH 405 - FES 401 VERTICAL SCALE = 1":3' CB 131- CB 132 41 SAN >SAN >SAN >SAN >SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN > SAN > SAN > STS >>STS >>STS >>STS >>STS >>>>STS >> STS >> STS >>STS>>STS >>STS >>STS >>STS >>STS >>0+001+00 2+00 3+00 4+00 C6 C7 AVIENDA LANE S.0+001+00 2+00 3+00 4+00 GF=916.5 908.5 FBWO 908.0 GF=917.5 909.5 FBWO 909.0 GF=918.4 910.4 FBWO 909.9 GF=919.8 911.8 FBWO 911.3 GF=921.5 913.5 FBWO 913.0 GF=922.5 914.5 FBWO 914.0 GF=923. 5 915.5 FBLO 918.5 1 2 3 4 5 6 7 BLOCK 6 OUTLOT F C7.2 3 STREET INTERSECTION CONCRETE VALLEY GUTTER R20'R20'R112.96'R84.96'R327'R299'28'B-BB-26 CLEAN OUT CLEAN OUT BLUFF CREEK BLVD OUTLOT F OUTLOT F 900 905 910 915 920 925 930 1.20% -3.27 % -1.44%GRADE BREAK STA = 0+22.79ELEV = 921.335PVI STA: 0+85.00 PVI ELEV: 922.08 K: 22.36 LVC: 100.00 AD: -4.47%BVCS: 0+35BVCE: 921.48EVCS: 1+35EVCE: 920.45PVI STA: 2+25.00 PVI ELEV: 917.50 K: 54.63 LVC: 100.00 AD: 1.83%BVCS: 1+75BVCE: 919.14EVCS: 2+75EVCE: 916.78FINISHED GRADE EXISTING GRADE 3+32.78 915.95 PC 1+27.17 920.69 PT 4+14.44 914.77 PT 0+71.46 921.62 Mid 3+73.61 915.36 Mid 890 EG:FG:-0+25 EG: 921.79FG:0+00 EG: 921.20FG: 921.36EG: 921.58FG: 921.610+50 EG: 921.29FG: 921.60EG: 921.01FG: 921.321+00 EG: 920.74FG: 920.75EG: 920.48FG: 919.951+50 EG: 920.18FG: 919.14EG: 919.87FG: 918.382+00 EG: 919.57FG: 917.73EG: 919.26FG: 917.202+50 EG: 918.96FG: 916.78EG: 918.65FG: 916.423+00 EG: 918.35FG: 916.06EG: 918.04FG: 915.703+50 EG: 917.74FG: 915.34EG: 917.45FG: 914.984+00 EG: 917.17FG: 914.62AVIENDA LANE S HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' Curve Table: Alignments Curve # C1 C2 C3 C4 C5 C6 C7 C8 Radius 322.819 50.000 86.435 50.000 50.000 98.963 313.000 489.730 Length 190.097' 75.492' 29.495' 78.540' 78.540' 111.414' 81.662' 111.214' Delta 33°44'22" 86°30'28" 19°33'05" 90°00'00" 90°00'00" 64°30'16" 14°56'55" 13°00'41" Start Station 0+46.41 2+36.51 6+33.04 2+77.00 5+00.54 0+15.76 3+32.78 4+73.37 End Station 2+36.51 3+12.00 6+62.53 3+55.54 5+79.08 1+27.17 4+14.44 5+84.58 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C503SCD001A.DWG AVIENDA LANE SOUTH STREET & STORM C5.3A NORTH 0 30 60 VERTICAL SCALE = 1"=3' GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracer wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Contact City of Chanhassen Inspector for watermain connection inspections. Contact City of Chanhassen Inspector for flushing and pressure test inspections. Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES AVIENDA LANE S SEE SHEET C5.3BSEE SHEET C5.3BRefer to sheet C2.2 for typical street cross sections19. PAVING NOTES 42 BLUFF CREEK BLVD .SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>>SAN>SAN>SAN>SAN>SAN>SAN>> SAN > SAN > SAN > SAN > SAN > SAN >SAN >SAN >SAN >SAN >SAN >SAN>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS CB 204A CB 203 4+00 5+00 6+00 7+007+80.790+ 0 0 1+00 1+05.23 >>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >> C8 0+00 0+43.06CB 203A CB 204 GF=91 5 . 4 907.4 FBWO 906.9 GF=916.5 908.5 FBWO 908.0 7 8R327'R299'R475.73'R503.73'R20'R20'28'B-BCLEAN OUT CLEAN OUTOUTLOT F OUTLOT E 2.40% -1.44%GRADE BREAK STA = 7+12.10ELEV = 916.704PVI STA: 5+50.00 PVI ELEV: 912.81 K: 52.06 LVC: 200.00 AD: 3.84%BVCS: 4+50BVCE: 914.26EVCS: 6+50EVCE: 915.21LP STA: 5+25.06 LP ELEV: 913.71 FINISHED GRADE EXISTING GRADE 6+69.32 915.68 PI 4+73.37 913.97 PC 4+14.44 914.77 PT 5+84.58 914.05 PT 3+73.61 915.36 Mid 5+28.98 913.72 Mid EG: 918.04FG: 915.703+50 EG: 917.74FG: 915.34EG: 917.45FG: 914.984+00 EG: 917.17FG: 914.62EG: 916.86FG: 914.264+50 EG: 916.56FG: 913.96EG: 916.24FG: 913.775+00 EG: 915.93FG: 913.71EG: 915.61FG: 913.775+50 EG: 915.30FG: 913.95EG: 914.99FG: 914.256+00 EG: 914.68FG: 914.67EG: 914.61FG: 915.216+50 EG: 914.43FG: 915.81EG: 912.72FG: 916.417+00 EG: 917.17FG:EG: 917.05FG:7+50 EG: 917.35FG:AVIENDA LANE S HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' Curve Table: Alignments Curve # C1 C2 C3 C4 C5 C6 C7 C8 Radius 322.819 50.000 86.435 50.000 50.000 98.963 313.000 489.730 Length 190.097' 75.492' 29.495' 78.540' 78.540' 111.414' 81.662' 111.214' Delta 33°44'22" 86°30'28" 19°33'05" 90°00'00" 90°00'00" 64°30'16" 14°56'55" 13°00'41" Start Station 0+46.41 2+36.51 6+33.04 2+77.00 5+00.54 0+15.76 3+32.78 4+73.37 End Station 2+36.51 3+12.00 6+62.53 3+55.54 5+79.08 1+27.17 4+14.44 5+84.58 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C503SCD001B.DWG AVIENDA LANE SOUTH STREET & STORM C5.3B NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracer wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Contact City of Chanhassen Inspector for watermain connection inspections. Contact City of Chanhassen Inspector for flushing and pressure test inspections. Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES AVIENDA LANE SSEE SHEET C5.3ASEE SHEET C5.3AREFER TO SHEET C5.3C FOR STORM SEWER DESIGN REFER TO SHEET C5.3C FOR STO R M S E W E R D E I G N AVIENDA L A N E S VERTICAL SCALE = 1"=3' Refer to sheet C2.2 for typical street cross sections19. PAVING NOTES 43 BLUFF CREEK BLVD .SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN > SAN > SAN >SAN >SAN >SAN >SAN >SAN >SAN>STS >>STS >>STS >>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >> 0+00 1+00 2+00 3+00 3+4 7 . 4 2 CB 204A CB 203 FES 201 STS >> 0 + 0 0 1+00 1+05.23 MH 202STS>>STS >>STS >>STS >>STS >>STS >>STS >> 0+00 0+43.06CB 203A CB 204 AVIENDA LANE S. OUTLOT E CB 200 SERIES HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 895 900 905 910 915 920 895 900 905 910 915 920 EG:FG:-0+25 EG: 915.84FG: 913.560+00 EG: 915.55FG: 913.51EG: 915.28FG: 913.650+50 EG: 914.97FG: 913.89EG: 914.65FG: 914.491+00 EG: 914.44FG: 914.71EG: 914.78FG: 915.281+50 EG: 914.71FG: 915.93EG: 914.63FG: 916.632+00 EG: 914.56FG:EG: 914.48FG:2+50 EG: 914.41FG:EG: 914.11FG:3+00 EG: 911.04FG:EG:FG:3+50 EG:FG:3+75 FES 201 INV= 908.00 PER DETAIL C7.3/7 RIP-RAP PER DETAIL C7.1/5 293' - 18" RCP CL. V @ 0.3% FINISHED GRADE EXISTING GRADE MH 202 RIM: 914.01 INL (W): 908.12 INV: 908.12 48" DIA R-1642 W/ 3' SUMP SUMP INV: 905.12 PER DETAIL C7.4/8 41' - 18" RCP CL. V @ 0.3% CB 203A RIM: 913.38 INV: 909.28 2'X3' BOX R-3067-VB PER DETAIL C7.3/9 CB 203 RIM: 913.29 INL (N): 909.20 INL (W): 909.20 INV: 909.00 48" DIA R3067-VB PER DETAIL C7.1/4 8' - 15" RCP CL. V @ 1.0% CB 204 - CB 203 HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 895 900 905 910 915 920 895 900 905 910 915 920 3.6' SEPARATION BETWEEN STORM SEWER AND WATERMAIN EG:FG:-0+25 EG: 915.83FG: 915.830+00 EG: 915.91FG: 915.91EG:FG:0+50 EG:FG:0+75 CB 203 RIM: 913.29 INL (N): 909.20 INL (W): 909.20 INV: 909.00 48" DIA R3067-VB PER DETAIL C7.1/4 25' - 15" R C P CL. V @ 2 . 2 % CB 204A RIM: 913.29 INL (W): 909.75 INV: 909.75 48" DIA R3067-VB PER DETAIL C7.1/4 CB 204 RIM: 913.30 INV: 909.83 2'X3' BOX R-3067-VB PER DETAIL C7.3/9 8' - 15" RCP CL. V @ 1.0% WTAERMAIN SANITARY SEWER FINISHED GRADE EXISTING GRADE PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C503SCD001C.DWG AVIENDA LANE SOUTH STORM SEWER C5.3C NORTH 0 30 60 VERTICAL SCALE = 1"=3' GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracer wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Contact City of Chanhassen Inspector for watermain connection inspections. Contact City of Chanhassen Inspector for flushing and pressure test inspections. Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES CB 203A - FES 201 44 900 905 910 915 920 925 930 8" PV C C 9 0 0 W A T E R M AI N SAN MH 41-040 RIM: 926.07 INL (E): 900.77 INL (S): 912.10 INV: 900.67 STORM SEWER STORM SEWER SAN MH 41-041 RIM: 921.57 INL (SE): 901.48 INV: 901.38 FINISHED GRADE EXISTING GRADE CONNECT INTO EXISTING WATERMAIN STUB AT INV=916.94 EXISTING 1 2 " P V C C 9 0 0 W A T E R M A I N 30' - 8" PVC C900 @ 0.50% 12" X 8" REDUCER EXISTING - 8" PVC SDR 26 SANITARY S E W E R 0+ 0 0 1+00 2+00 3+00GF=927.3919.8FBWO919.3GF=926.8919.3FBWO918.8GF=924.7917.2FBWO916.7GF=923.1915.6FBWO915.1GF=922.0914.5FBWO914.0GF=930.8923.3FBWO922.8GF=933.1FBWO925.1GF=932.2924.9FBLO924.4GF=929.8922.3FBWO921.8126712345BLOCK 4UNDERGROUNDBASIN 25PHWL = 919.63BTM = 912.63SAN>SAN>SAN>SAN>SAN>SANSAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>> >STS>>STS>>SAN>SAN>0+ 0 0 1+00 2+00 3+00STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>0+001+00 1+64.718" G.V.(2) 12" - 45° BENDS8" X 12" REDUCER0+000+00 1+001+11.10SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>C1 C2 STS>>STS>>STS>>EXISTING SAN WYE INV.=911.52 W.C.S. ELEV = 926.16 LFE = 919.3 EXISTING SAN WYE INV. = 911.98 W.C.S. ELEV = 925.09 LFE = 918.8 EXISTING SAN WYE INV.=910.10 W.C.S. ELEV = 923.00 LFE = 916.7 EXISTING SAN WYE INV.=908.99 W.C.S. ELEV = 921.93 LFE = 915.1 EXISTING SAN WYE INV.=908.17 W.C.S. ELEV = 921.12 LFE = 914.0 EXISTING 12" G.V. EXISTING 12" - 22-1/2° BEND EXISTING HYDRANT & VALVE SAN MH 41-040SAN MH 41-041 SAN MH 41-035 SAN WYE: 3+03.5INV. = 918.56W/ 5' RISERW.C.S. ELEV = 929.28LFE = 923.3SAN WYE: 2+86.8INV. = 917.56W/ 4' RISERW.C.S. ELEV = 928.60LFE = 922.3SAN WYE: 3+38.9INV. = 920.17W/ 7' RISERW.C.S. ELEV = 931.03LFE = 924.9SAN WYE: 3+50.9INV. = 920.86W/ 7' RISERW.C.S. ELEV = 931.90LFE = 925.639' - 18 " RCP@ 0 .5% 51' - 15" RCP @ 0.5% 4 5R =240.00Δ=75°32'48"OUTLOT C895 EG:FG:-0+25 EG: 920.05FG: 920.050+00 EG: 919.83FG: 919.83EG: 920.58FG: 920.580+50 EG: 921.14FG: 921.14EG: 921.69FG: 921.691+00 EG: 922.25FG: 922.25EG: 922.80FG: 922.801+50 EG: 923.36FG: 923.36EG: 923.91FG: 923.912+00 EG: 924.47FG: 924.47EG: 925.02FG: 925.022+50 EG: 925.57FG: 925.57EG: 926.13FG: 926.133+00 EG: 926.68FG: 926.68MILLS LANE NW HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C601SCD001A.DWG MILLS LANE NW SANITARY & WATER C6.1A NORTH 0 30 60 VERTICAL SCALE = 1"=3' GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracer wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Contact City of Chanhassen Inspector for watermain connection inspections. Contact City of Chanhassen Inspector for flushing and pressure test inspections. Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES MILLS LANE NW SEE SHEET C6.1B SEE SHEET C6.1B1 1 45 910 915 920 925 930 935 940 328' - 8" PVC C900 @ 0.51% SAN MH 41-042 / 1 RIM: 934.80 INL (S): 914.01 INV: 913.91 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 8" PVC C900 WATERMAIN 8" PV C C 9 0 0 W A T E R M AI N SAN MH 41-040 RIM: 926.07 INL (E): 900.77 INL (S): 912.10 INV: 900.67 FINISHED GRADE FINISHED GRADE EXISTING GRADE CONNECT INTO EXISTING WATERMAIN STUB AT INV=916.94 EXISTING 1 2 " P V C C 9 0 0 W A T E R M A I N 30' - 8" PVC C900 @ 0.50% CONNECT TO EXISTING SANITARY STUB AT INV=912.25 SEE SHEET C6.2A FOR PIPE CONTINUATION 12" X 8" REDUCER SEE SHEET C6.2A FOR PIPE CONTINUATION 6" LEAD 6" LEAD 64' - 8" PVC SDR 26 @ 0.50% SAN MH 41-043 / 1A RIM: 935.03 INL (SE): 914.43 INV: 914.33 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8SAN>SAN>SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>2+003+006+95. 1 62+003+00 4+00 5+00 6+00 STS >>STS>>STS>>STSHYDRANT & VALVE W/ 6" PVC C900 LEADPER DETAIL C7.3/2 HYDRANT & VALVE W/ 6" PVC C900 LEADER DETAIL C7.3/2 8" G.V. (2) 12" - 45° BENDS 8" X 12" REDUCER 8" X 6" TEESAN>SAN>SAN>SAN>SAN>SAN>SANSAN>SAN>8" X 6" TEE 8" - 45° BEND8" X 8" TEE8" - 45° BEND8" G.V.C2C3 C4EXISTINGHYDRANT & VALVESAN MH 41-040 SAN MH 41-041 SAN WYE: 3+03.5 INV. = 918.56 W/ 5' RISER W.C.S. ELEV = 929.28 LFE = 923.3 SAN WYE: 2+86.8 INV. = 917.56 W/ 4' RISER W.C.S. ELEV = 928.60 LFE = 922.3 SAN WYE: 3+38.9 INV. = 920.17 W/ 7' RISER W.C.S. ELEV = 931.03 LFE = 924.9 SAN WYE: 3+50.9 INV. = 920.86 W/ 7' RISER W.C.S. ELEV = 931.90 LFE = 925.6 SAN WYE: 3+88.7 INV. = 925.46 W/ 12' RISER W.C.S. ELEV = 932.78 LFE = 934.2 SAN WYE: 4+15.1 INV. = 922.26 W/ 8' RISER W.C.S. ELEV = 933.37 LFE = 927.0 SAN WYE: 4+49.5 INV. = 926.36 W/ 12' RISER W.C.S. ELEV = 933.99 LFE = 935.1 SAN WYE: 4+70.4 INV. = 923.06 W/ 9' RISER W.C.S. ELEV = 934.33 LFE = 927.8 SAN WYE: 5+05.3 INV. = 927.06 W/ 13' RISER W.C.S. ELEV = 934.67 LFE = 936.8 SAN WYE: 5+25.0 INV. = 925.46 W/ 11' RISER W.C.S. ELEV = 934.90 LFE = 930.2 SAN WYE: 5+61.1 INV. = 928.66 W/ 14' RISER W.C.S. ELEV = 935.32 LFE = 936.4 SAN WYE: 5+83.2 INV. = 924.06 W/ 10' RISER W.C.S. ELEV = 935.5 LFE = 928.8 SAN WYE: 6+14.2 INV. = 927.96 W/ 13' RISER W.C.S. ELEV = 935.58 LFE = 936.7 SAN WYE: 6+25.7 INV. = 924.16 W/ 9' RISER W.C.S. ELEV = 935.55 LFE = 928.9 SAN WYE: 3+44.6INV. = 924.16W/ 8' RISERW.C.S. ELEV = 934.41LFE = 928.9SAN WYE: 3+76.6INV. = 926.86W/ 11' RISERW.C.S. ELEV = 934.41LFE = 936.6MILLS DRIVEMILLS LANE NW 2+003+002+003+00 4+00 5+00 6+00 6+95. 1 6GF=927.3919.8GF=926.8919.3GF=924.7917.2FBWOGF=930.8 923.3 FBWO 922.8 GF=933.1 925.6 FBWO 925.1 GF=934.5 927.0 FBWO 926.5 GF=935.7 930.2 FBWO 927.7 GF=935.3 927.8 FBWO 927.3 GF=936.3 928.8 FBWO 928.3 GF=936.4 928.9 FBWO 928.4 GF=936.4 928.9 FBWO 928.4 GF=936.4 936.7(FFE) SOG 936.2 GF=936.1 936.4(FFE) SOG 935.9 GF=935.5 936.8(FFE) SOG 935.3 GF=934.8 935.1(FFE) SOG 934.6 GF=933.9 934.2(FFE) SOG 933.7 GF=932.2 924.9 FBLO 924.4 GF=929.8 922.3 FBWO 921.8 123456781234567BLOCK 3BLOCK 5OUTLOT C OUTLOT C 895 EG: 923.91FG: 923.912+00 EG: 924.47FG: 924.47EG: 925.02FG: 925.022+50 EG: 925.57FG: 925.57EG: 926.13FG: 926.133+00 EG: 926.68FG: 926.68EG: 927.23FG: 927.233+50 EG: 927.79FG: 927.79EG: 928.34FG: 928.344+00 EG: 928.89FG: 928.89EG: 929.44FG: 929.444+50 EG: 929.99FG: 929.99EG: 930.54FG: 930.545+00 EG: 931.10FG: 931.10EG: 931.65FG: 931.655+50 EG: 932.20FG: 932.20EG: 932.75FG: 932.756+00 EG: 933.30FG: 933.30EG: 933.88FG: 933.886+50 EG: 934.34FG: 934.34EG:FG:7+00 EG:FG:7+25 MILLS LANE NW HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C601SCD001B.DWG MILLS LANE NW SANITARY & WATER C6.1B NORTH 0 30 60 VERTICAL SCALE = 1"=3' GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracer wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Contact City of Chanhassen Inspector for watermain connection inspections. Contact City of Chanhassen Inspector for flushing and pressure test inspections. Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES MILLS LANE NW SEE SHEET C6.2ASEE SHEET C6.2A1 1 SEE SHEET C6.1A SEE SHEET C6.1A46 910 915 920 925 930 935 940 945 SAN MH 41-045 / 3 PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 160' - 8" PVC SDR 26 @ 0.50% SAN MH 41-044 / 2 RIM: 933.90 INL (S): 914.80 INV: 914.70 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 54' - 8" PVC SDR 26 @ 0.50% 8" PVC C 9 0 0 W A T E R M A I N FINISHED GRADE EXISTING GRADE 8" PV C C 9 0 0 W A T E R M A I N SEE SHEET C6.1 FOR PIPE CONTINUATION 6" LEAD CONTRACTOR TO VERIFY 8" WATERMAIN LOCATION PRIOR TO CONNECTION SAN MH 41-043 / 1A RIM: 935.03 INL (SE): 914.43 INV: 914.33 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 AIR RELIEF MANHOLE RIM: 937.39 INL (W): 929.31 INL (E): 929.31 48" DIA PER DETAIL C7.2/11 CASTING R-1758 905 EG:FG:-0+25 EG: 936.58FG:0+00 EG: 936.52FG:EG: 936.68FG:0+50 EG: 937.01FG:EG: 937.29FG:1+00 EG: 937.55FG: 937.54EG: 937.71FG: 937.691+50 EG: 937.71FG: 937.72EG: 937.45FG: 937.512+00 EG: 936.92FG: 937.07EG: 936.24FG: 936.392+50 EG: 935.57FG: 935.65EG: 934.89FG: 935.003+00 EG: 934.21FG: 934.46EG: 933.54FG: 934.023+50 EG: 932.86FG: 933.64EG: 932.18FG: 933.254+00 EG: 931.51FG: 932.86EG: 930.83FG: 932.474+50SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>STS >>STS>>STS>>STS>>SAN>SAN>SAN>S A N>SAN>SAN>SAN>SAN>SAN>SAN>1+00 2+00 3+0 0 4+005+006+00 7+00 7+37.876+95.16STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN MH 41-044 / 2 SAN MH 41-045 / 3 SAN MH 41-046 / 4 SAN MH 41-047 / 58+34.850+ 0 0 1+00 1+32.23 STS>>HYDRANT & VALVE W/ 6" PVCC900 LEADPER DETAIL C7.3/28" - 45° BEND HYDRANT & VALVE W/ 6" PVC C900 LEADER DETAIL C7.3/2 8" - 45° BEND CONNECT TO EXISTING 8" WATERMAIN 0+001+001+31.750+00 1+00 1+51.52 INSTALL 8" GATE VALVE & BOX 0+000+35.03SAN>SAN>SAN MH 41-043 / 1A8" X 6" TEE8" - 45° BEND 8" X 8" TEE 8" - 45° BEND 8" - 45° BEND 8" G.V.C4 C5 SAN WYE: 6+25.7INV. = 924.16W.C.S. ELEV = 935.55SAN WYE: 3+44.6 INV. = 924.16 W/ 8' RISER W.C.S. ELEV = 934.41 LFE = 928.9 SAN WYE: 3+76.6 INV. = 926.86 W/ 11' RISER W.C.S. ELEV = 934.41 LFE = 936.6 SAN WYE: 3+84.1 INV. = 923.26 W/ 7' RISER W.C.S. ELEV = 933.70 LFE = 928.0 SAN WYE: 4+37.8 INV. = 926.06 W/ 10' RISER W.C.S. ELEV = 933.36 LFE = 934.8 SAN WYE: 4+31.8 INV. = 922.46 W/ 6' RISER W.C.S. ELEV = 933.01 LFE = 927.2 SAN WYE: 4+88.6 INV. = 924.26 W/ 7' RISER W.C.S. ELEV = 932.43 LFE = 934.0 SAN WYE: 4+93.6 INV. = 921.56 W/ 5' RISER W.C.S. ELEV = 931.76 LFE = 926.3 SAN WYE: 5+09.6 INV. = 924.06 W/ 7' RISER W.C.S. ELEV = 931.22 LFE = 932.8 SAN WYE: 5+41.4 INV. = 926.46 W.C.S. ELEV = 930.23 LFE = 931.2 SAN WYE: 5+71.1 INV. = 922.36 W.C.S. ELEV = 928.80 LFE = 931.1 SAN WYE: 6+23.7 INV. = 919.36 W.C.S. ELEV = 926.88 LFE = 929.1 SAN WYE: 6+48.7 INV. = 919.36 W.C.S. ELEV = 925.85 LFE = 928.1 MILLS DRIVE 1+00 2+00 3+0 0 4+005+006+00 7+00 7+37.876+95.16GF=927.8 928.1 (FFE) SOG 927.6 GF=928.8 929.1 (FFE) SOG 928.6 GF=930.8 931.1 (FFE) SOG 930.6 GF=936.4928.9FBWO928.4GF=936.4928.9FBWO928.4GF=935.5928.0FBWO927.5GF=934.7927.2FBWO926.7GF=931.8931.2(FFE)SOG931.6GF=933.8926.3FBWO925.8GF=932.5932.8(FFE)SOG932.3GF=933.7934.0(FFE)SOG933.5GF=934.5934.8(FFE)SOG934.3GF=936.3936.6(FFE)SOG936.1BASIN 31PHWL = 925.53BOT = 924.007 8 9 10 11 321 5 4 3 2 1 BLOCK 1 BLOCK 2 NWL = 920.58HWL = 921.95OUTLOT B OUTLOT AOEOEOEOEOEOEOEOEOEOEOEOEOE>>IIIB-4 OUTLOT CMILLS DRIVE HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C602SCD001A.DWG MILLS DRIVE SANITARY & WATER C6.2A NORTH 0 30 60 VERTICAL SCALE = 1"=3' GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracer wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Contact City of Chanhassen Inspector for watermain connection inspections. Contact City of Chanhassen Inspector for flushing and pressure test inspections. Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES MILLS DRIVE SEE SHEET C6.2BSEE SHEET C6.2B SEE SHEET C6.1A 1 1 47 910 915 920 925 930 935 SAN MH 41-047 / 5 RIM: 924.47 INV: 916.50 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 95' - 8" PVC SDR 35 @ 0.50% SAN MH 41-046 / 4 RIM: 928.54 INL (E): 916.02 INV: 915.92 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 44' - 8" PVC SDR 35 @ 0.50% SAN MH 41-045 / 3 RIM: 930.78 INL (SE): 915.70 INV: 915.60 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 160' - 8" PVC SDR 26 @ 0.50% SAN MH 41-044 / 2 INL (S): 914.80 PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 8" P V C C 9 0 0 W A T E R M A I N FINISHED GRADE EXISTING GRADE 8" PV C C 9 0 0 W A T E R M A I N CONNECT INTO EXISTING WATERMAIN STUB AT INV=913.55 6" LEAD EG: 932.18FG: 933.254+00 EG: 931.51FG: 932.86EG: 930.83FG: 932.474+50 EG: 930.15FG: 932.02EG: 929.48FG: 931.375+00 EG: 928.80FG: 930.50EG: 928.12FG: 929.415+50 EG: 927.44FG: 928.16EG: 926.77FG: 926.936+00 EG: 926.09FG: 925.86EG: 925.41FG: 924.996+50 EG: 924.74FG: 924.32EG: 924.04FG: 923.837+00 EG: 923.52FG:4+005+006+00 7+00 7+37.87 GF=927.8 928.1 (FFE) SOG 927.6 GF=928.8 929.1 (FFE) SOG 928.6 GF=930.8 931.1 (FFE) SOG 930.6 GF=934.7927.2FBWO926.7GF=931.8931.2(FFE)SOG931.6GF=933.8926.3FBWO925.8GF=932.5932.8(FFE)SOG932.3GF=933.7934.0(FFE)SOG933.5GF=934.5934.8(FFE)SOG934.310 11 321 5 4 3 2 BLOCK 1 BLOCK 2 OUTLOT B L=438.72R=1815.00Δ=13°50'58"SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SANSAN>SAN >SAN>SAN>SAN>S A N>SAN>SAN>SAN>SAN>4+005+006+00 7+00 7+37.87 STS >>STS >>STS >>STS >>STS>>STS>>STS>>STSSTSSAN MH 41-045 / 3 SAN MH 41-046 / 4 SAN MH 41-047 / 50+000+ 0 0 8" - 45° BEND HYDRANT & VALVE W/ 6" PVC C900 LEADER DETAIL C7.3/2 8" - 45° BEND CONNECT TO EXISTING 8" WATERMAIN 1+00 1+51.52 0+000+35.03C 5 SAN WYE: 4+37.8 INV. = 926.06 W/ 10' RISER W.C.S. ELEV = 933.36 LFE = 934.8 SAN WYE: 4+31.8 INV. = 922.46 W/ 6' RISER W.C.S. ELEV = 933.01 LFE = 927.2 SAN WYE: 4+88.6 INV. = 924.26 W/ 7' RISER W.C.S. ELEV = 932.43 LFE = 934.0 SAN WYE: 4+93.6 INV. = 921.56 W/ 5' RISER W.C.S. ELEV = 931.76 LFE = 926.3 SAN WYE: 5+09.6 INV. = 924.06 W/ 7' RISER W.C.S. ELEV = 931.22 LFE = 932.8 SAN WYE: 5+41.4 INV. = 926.46 W.C.S. ELEV = 930.23 LFE = 931.2 SAN WYE: 5+71.1 INV. = 922.36 W.C.S. ELEV = 928.80 LFE = 931.1 SAN WYE: 6+23.7 INV. = 919.36 W.C.S. ELEV = 926.88 LFE = 929.1 SAN WYE: 6+48.7 INV. = 919.36 W.C.S. ELEV = 925.85 LFE = 928.1 MILLS DRIVE B-4 B-30AVIENDA PKWY.OUTLOT C OUTLOT B MILLS DRIVE HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 910 915 920 925 930 935 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C602SCD001B.DWG MILLS DRIVE SANITARY & WATER C6.2B NORTH 0 30 60 VERTICAL SCALE = 1"=3' GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracer wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Contact City of Chanhassen Inspector for watermain connection inspections. Contact City of Chanhassen Inspector for flushing and pressure test inspections. Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES MILLS DRIVE SEE SHEET C5.2ASEE SHEET C5.2A 48 SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN > SAN > SAN > SAN MH 41-051 / 13 SAN MH 41-050 / 12 STS >>STS >>STS >>STS >>STS >>STS>>STS >> STS >> STS >>STSSTS>>STS >>STS >>STS >>STS >>STS >> 8" - 45° BEND HYDRANT & VALVE W/ 6" PVC C900 LEADER DETAIL C7.3/2 8" - 22.5° BEND 8" X 6" TEE HYDRANT & VALVE W/ 6" PVC C900 LEADER DETAIL C7.3/2 8" X 6" TEE 8" - 11.25° BENDC6 C7 SAN WYE: 0+90.0 INV. = 910.45 W.C.S. ELEV = 922.79 LFE = 915.5 SAN WYE: 1+11.6 INV. = 909.44 W.C.S. ELEV = 921.64 LFE = 914.5 SAN WYE: 1+66.1 INV. = 908.47 W.C.S. ELEV = 920.52 LFE = 913.5 SAN WYE: 2+23.8 INV. = 906.76 W.C.S. ELEV = 918.64 LFE =911.8 SAN WYE: 2+79.8 INV. = 905.86 W.C.S. ELEV = 917.63 LFE =910.4 SAN WYE: 3+36.8 INV. = 904.96 W.C.S. ELEV = 916.65 LFE =909.5 SAN WYE: 4+13.4 INV. = 903.46 W.C.S. ELEV = 915.66 LFE =908.5 AVIENDA LANE S. GF=916.5 908.5 FBWO 908.0 GF=917.5 909.5 FBWO 909.0 GF=918.4 910.4 FBWO 909.9 GF=919.8 911.8 FBWO 911.3 GF=921.5 913.5 FBWO 913.0 GF=922.5 914.5 FBWO 914.0 GF=923. 5 915.5 FBLO 918.5 1 2 3 4 5 6 7 BLOCK 6 B-26 BLUFF CREEK BLVD OUTLOT F 900 905 910 915 920 925 930 SAN MH 41-051 / 13 RIM: 921.44 INV: 906.51 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 256' - 8" PVC SDR 26 @ 0.50% SAN MH 41-050 / 12 RIM: 915.47 INL (W): 905.13 INV: 902.38 60" DIA INSIDE DROP PER DETAIL C7.2/12 CASTING R-1642 PER DETAIL C7.3/8 178' - 8" PVC SDR 26 @ 0.50% 8" PVC C900 W A T E R M A I N CONNECT INTO EXISTING WATERMAIN PLUG AT INV=912.75 FINISHED GRADE EXISTING GRADE SOILS TO BE COMPACTED TO 100% STD PROCTOR WITH SITE SUITABLE FILL AT 1:1 FROM BOTTOM OF EXCAVATION 6" LEAD 6" LEAD 20' - 8" PVC C900 @ 0.50% 890 EG:FG:-0+25 EG: 921.79FG:0+00 EG: 921.20FG: 921.36EG: 921.58FG: 921.610+50 EG: 921.29FG: 921.60EG: 921.01FG: 921.321+00 EG: 920.74FG: 920.75EG: 920.48FG: 919.951+50 EG: 920.18FG: 919.14EG: 919.87FG: 918.382+00 EG: 919.57FG: 917.73EG: 919.26FG: 917.202+50 EG: 918.96FG: 916.78EG: 918.65FG: 916.423+00 EG: 918.35FG: 916.06EG: 918.04FG: 915.703+50 EG: 917.74FG: 915.34EG: 917.45FG: 914.984+00 EG: 917.17FG: 914.62AVIENDA LANE S HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C603SCD001A.DWG AVIENDA LANE SOUTH SANITARY & WATER C6.3A NORTH 0 30 60 VERTICAL SCALE = 1"=3' GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracer wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Contact City of Chanhassen Inspector for watermain connection inspections. Contact City of Chanhassen Inspector for flushing and pressure test inspections. Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES AVIENDA LANE S SEE SHEET C5.3BSEE SHEET C5.3B49 BLUFF CREEK BLVD .SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN > SAN > SAN > SAN > SAN > SAN > SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN MH 41-049 / 11 SAN MH 41-048 / 10 SAN STUB B STSSTS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>> STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >> 4+00 5+00 6+00 7+007+80.79HYDRANT & VALVE W/ 6" PVC C900 LEADER DETAIL C7.3/2 8" X 6" TEE 8" - 11.25° BEND HYDRANT & VALVE W/ 6" PVC C900 LEADER DETAIL C7.3/2 8" X 6" TEE 8" - 45° BEND 10" - 45° BEND 8" X 10" REDUCER STS >> 10" X 10" TEE 10" - 45° BEND 10" PLUG 0 + 0 0 1+00 1+05.23 >>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >> C7 C8 0+00 0+43.06SAN WYE: 4+13.4 INV. = 903.46 W.C.S. ELEV = 915.66 LFE =908.5 SAN WYE: 4+78.8 INV. = 902.36 W.C.S. ELEV = 914.57 LFE =907.4 4+00 5+00 6+00 7+007+80.79GF=91 5 . 4 907.4 FBWO 906.9 GF=916.5 908.5 FBWO 908.0 7 8 OUTLOT E AVIENDA LANE S. OUTLOT E OUTLOT F 900 905 910 915 920 925 930 178' - 8" PVC SDR 26 @ 0.50% SAN MH 41-049 / 11 RIM: 913.61 INL (W): 901.49 INV: 901.39 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 186' - 8" PVC SDR 26 @ 0.50 % SAN MH 41-048 / 10 RIM: 914.46 INL (W): 900.46 INV: 900.36 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 36' - 8" PVC SDR 2 6 @ 1 . 0 0 % STORM SEWER FINISHED GRADE EXISTING GRADE CONNECT INTO EXISTING WATERMAIN STUB AT INV=904.00 6" LEAD 6" LEAD 10" X 8" REDUCER 10" x 10" TEE 20' - 8" PVC C900 @ 0.50% ENSURE JOINTS STAGGERED MAXIMUM OVER CROSSING 890 EG: 918.04FG: 915.703+50 EG: 917.74FG: 915.34EG: 917.45FG: 914.984+00 EG: 917.17FG: 914.62EG: 916.86FG: 914.264+50 EG: 916.56FG: 913.96EG: 916.24FG: 913.775+00 EG: 915.93FG: 913.71EG: 915.61FG: 913.775+50 EG: 915.30FG: 913.95EG: 914.99FG: 914.256+00 EG: 914.68FG: 914.67EG: 914.61FG: 915.216+50 EG: 914.43FG: 915.81EG: 912.72FG: 916.417+00 EG: 917.17FG:EG: 917.05FG:7+50 EG: 917.35FG:EG:FG:8+00 EG:FG:8+25 AVIENDA LANE S HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' SE WATERMAIN LEAD HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 895 900 905 910 915 920 895 900 905 910 915 920 EG:FG:-0+25 EG: 913.33FG: 916.740+00 EG: 913.89FG: 915.42EG: 914.30FG: 916.080+50 EG: 913.72FG: 916.73EG: 913.13FG:1+00 EG:FG:EG:FG:1+50 EG:FG:1+75 10" PVC C900 WATERMAIN 10" X 10" TEE 10" PLUG INV = 903.74 FINISHED GRADE EXISTING GRADE 2.9' SEPARATION BETWEEN EXISTING SANITARY SEWER AND WATERMAIN PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C603SCD001B.DWG AVIENDA LANE SOUTH SANITARY & WATER C6.3B NORTH 0 30 60 VERTICAL SCALE = 1"=3' GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracer wire with all non-conductive utilities per city specifications. Connect to City utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1. Contact City of Chanhassen Inspector for watermain connection inspections. Contact City of Chanhassen Inspector for flushing and pressure test inspections. Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES AVIENDA LANE SSEE SHEET C5.3ASEE SHEET C5.3A50 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 NO SCALE TYPICAL 4' DIAMETER CATCH BASIN MANHOLE4 NO SCALE RIP RAP DETAIL5 NO SCALE CATCH BASIN SEDIMENT TRAP1 ROCK CONSTRUCTION ENTRANCE2 SILT FENCE3 NO SCALE NO SCALENO SCALE CONCRETE WASHOUT AREA6 FLOATING HEAD SKIMMER NO SCALE 7 NO SCALE FLARED END SECTION DETAIL8 SLOPE VARIES MIN7"2"-3"MAX10"-11"MIN2"MAXMAINTAIN BY REMOVING SEDIMENT AND REPLACING DAMAGED LOGS UNTIL TURF IS ESTABLISHED. REMOVE AFTER PERMANENT STABILIZATION IS COMPLETE. NO SCALE TEMPORARY COMPOST/BIO LOG1045dCOMPOST/BIO LOG 8" MIN. DIAMETER 1"X1" WOOD STAKES MAX. 4 FT. SPACING NO SCALE HYDRANT TRACER WIRE DETAIL9 C701SCD001.DWG CIVIL CONSTRUCTION DETAILS C7.1NO SCALE NYLOPLAST DRAIN11 51 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C701SCD001.DWG CIVIL CONSTRUCTION DETAILS C7.2 NO SCALE CONCRETE SIDEWALK4 NO SCALE STREET INTERSECTION CONCRETE VALLEY GUTTER3 NO SCALE CURB CONSTRUCTION AT CATCH BASIN1 NO SCALE TYPICAL CURB AND GUTTER2 NO SCALE WEEPER DITCH CHECK5 STREET AND TRAFFIC SIGN INSTALLATION6 NO SCALE INSTALL TREE PROTECTION DEVICES PRIOR TO START OF LAND DISTURBANCE. MAINTAIN UNTIL FINAL LANDSCAPE IS INSTALLED. ORANGE, POLYETHYLENE SAFETY NETTING. THREE TIES PER POST. 5'2.5' 6.5' STEEL T-POST, 1.25 lb/LF, POSITION AT DRIPLINE. 2 1 4' OC 12 NO SCALE TREE PROTECTION8INSTALL AT DRIPLINE OF TREE1' WARP NEW TO MATCH EXISTING WITHIN 3 FEET. 2' NO SCALE ASPHALT PAVEMENT TRANSITION7 MILL EXISTING PAVEMENT TO MATCH NEW WEAR COURSE THICKNESS. APPLY TACKCOAT. NEW PAVEMENT SECTIONEXISTING PAVEMENT SECTION SAWCUT LOCATION 1/8" R NON-EXTRUDING FILLER AGGREGATE BASE BITUMINOUS TYP. SECTION BITUMINOUS SURFACE 24" 3/8" CONCRETE TYP. SECTION SEALING MATERIAL NO SCALE THICKENED BITUMINOUS EDGE AND CONCRETE SURFACE9 NO SCALE AIR RELIEF MANHOLE11 NO SCALE TYPICAL SANITARY SEWER SERVICE (LESS THAN 16')10 SANITARY SEWER INSIDE DROP MANHOLE12 NO SCALE 52 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C701SCD001.DWG CIVIL CONSTRUCTION DETAILS C7.3 NO SCALE SANITARY SERVICE RISER4 NO SCALE TYPICAL GATE VALVE AND BOX INSTALLATION3 NO SCALE CONCRTE THRUST BLOCKING1 NO SCALE TYPICAL HYDRANT INSTALLATION2 NO SCALE STANDARD SANITARY MANHOLE5 NO SCALE MANHOLE CASTING AND LIDS DETAIL8 NO SCALE INSULATED PIPE CROSSING12 NO SCALE PIPE BEDDING FOR P.V.C. PIPE6 NO SCALE PIPE BEDDING IN POOR SOILS10 NO SCALE PIPE BEDDING IN GOOD SOILS RCP & DIP11 NO SCALE FLARED END SECTION7 NO SCALE STORM SEWER CATCH BASIN 2'X3' RECTANGULAR9 53 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C701SCD001.DWG CIVIL CONSTRUCTION DETAILS C7.4 NO SCALE STANDARD STORM MANHOLE4 NO SCALE SANITARY MANHOLE TRACER WIRE DETAIL3 NO SCALE SANITARY SEWER SYSTEM TRACER WIRE DETAIL1 SANITARY SEWER SERVICE LINE TRACER WIRE DETAIL2 NO SCALE 2.3' SandFiltration BedPerforated Collection Pipe w/ Circular Knit Fabric Pipe Sock (typ.) Filtration Overflow Outlet (FES & Pipe) Geotextile (typ.) Water Level - Verification for Infiltration Filtration thru Sand 3:1 Max.NO SCALE ABOVE-GROUND FILTRATION BASIN AND OUTLET MANHOLES66" Topsoil2.3' SandFiltration BedPerforated Distribution Header Pipe or Chamber (typ.) Perforated Collection Pipe w/ circular knit pipe sock (typ.) Geotextile (typ.) Geotextile Wrapping System -ASTM D-4833 (puncture strength - 125 lb.) -ASTM D-1117 (Mullen Burst Strength - 400 psi) -ASTM D-4632 (Tensile Strength - 300 lb.) Filtration thru Sand Surface Finished Grade (Parking Lot)VariableNativeFillFiltration Overflow Outlet (Piped) Catch Basin Inlet 3' MinNO SCALE UNDERGROUND FILTRATION SYSTEM7 Outlet Manhole Perforated Distribution Pipe (typ.) NO SCALE DRAINTILE CLEAN OUTS5 Filtration Underdrain Filtration Underdrain VARIABLE1'-4"3' SUMPNOTES: 1.ALL JOINTS IN MANHOLE TO HAVE "O" RING RUBBER GASKETS. 2.MANHOLE STEPS NEENAH R198IJ OR EQUAL, 16" O.C. ALUMINUM STEPS APPROVED. 3.DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND INSIDE. NO SCALE SUMP STORM SEWER MANHOLE WITH SKIMMER8 FULL BED OF MORTAR BETWEEN AND A 6" COLLAR ON THE OUTSIDE OF RINGS MINIMUM OF 2, MAXIMUM OF 4 CONCRETE ADJUSTING RINGS. WRAP ALL JOINTS BETWEEN THE RINGS, CASTING, AND MANHOLE WITH A WATER-TIGHT WRAP. PRECAST REINFORCED CONCRETE SLAB 6" FOR 48" DIA. 8" FOR 54" - 102" DIA. 12" FOR 108" - 120" DIA. PRECAST CONCRETE MANHOLE SECTIONS SKIMMER DEVICE 12" BELOW INVERT 12" ABOVE CROWN Install "The Preserver" skimmer by Momentum Environmental or equal AASHTO M-6 or ASTM C-33 concrete sand AASHTO M-43 gravel 1 1 2" - 3 1 2" AASHTO M-6 or ASTM C-33 concrete sand NO SCALE 9 POND EMERGENCY OVERFLOW 10' 20' TOP OF BERM E.O.F ELEVATION 0.33' MIN. ENKAMAT 7020 EROSION PREVENTION MAT (OR EQUAL). INSTALL WITH GROUND STAPLES PER MANUFACTURER'S RECOMMENDATION. INSTALL MAT FROM CREST OF E.O.F. TO BOTTOM OF OVERFLOW SWALE. COVER WITH TOPSOIL, SEED, AND MULCH. 54 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 08/23/2024 1 2 C701SCD001.DWG CIVIL CONSTRUCTION DETAILS C7.5 NO SCALE TYPICAL WATER SERVICE1 NO SCALE TYPICAL MEGALUG LOCATION2 NO SCALE PEDESTRIAN CURB RAMP DETAILS4 NO SCALE POND OUTLET STRUCTURE3 55 SYMBOL CODE QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT CONDITION EVERGREEN TREES ABCO12 5 Abies concolor / White Fir 40`H x 20`W 12` HT.B & B ABCO 7 Abies concolor / White Fir 40`H x 20`W 8` HT B & B PIDE12 13 Picea glauca `Densata` / Black Hills Spruce 45`H x 20`W 12` HT.B & B PIDE8 7 Picea glauca `Densata` / Black Hills Spruce 45`H x 20`W 8` HT B & B PINI 7 Pinus nigra / Austrian Black Pine 50`H x 30`W 6` Ht.B & B PISY12 5 Pinus sylvestris / Scotch Pine 45`H x 35`W 12` HT.B & B PISY 3 Pinus sylvestris / Scotch Pine 45`H x 35`W 8` HT B & B OVERSTORY TREES ACGI 6 Acer griseum / Paperbark Maple 30`H x 20`W 2.5"Cal B & B ACNO 7 Acer rubrum `Northwood` / Northwood Maple 50`H x 40`W 2.5"Cal B & B ACGM 4 Acer saccharum `Green Mountain` TM / Green Mountain Sugar Maple 60`H x 40`W 2.5"Cal B & B AFJ3 8 Acer x freemanii `Jeffersred` / Autumn Blaze Maple 50`H x 40`W 2.5"Cal B & B AESG 2 Aesculus glabra / Ohio Buckeye 40`H x 35`W 2.5" Cal.B & B BENI 9 Betula nigra / River Birch 60`H x 50`W 2.5"Cal B & B CARO 1 Carya ovata / Shagbark Hickory 80`H x 60`W 2.5" Cal.B & B CATA 1 Catalpa speciosa / Northern Catalpa 70`H x 50`W 2.5" Cal.B & B CELO 6 Celtis occidentalis / Common Hackberry 60`H x 50`W 2.5" Cal.B & B FAGG 2 Fagus grandifolia / American Beech 80`H x 80`W 2.5" Cal.B & B GYDI 9 Gymnocladus dioica / Kentucky Coffee Tree 70`H x 45`W 2.5"Cal B & B QUAL 6 Quercus alba / White Oak 70`H x 60`W 2.5"Cal B & B QUBI 4 Quercus bicolor / Swamp White Oak 50`H x 50`W 2.5"Cal B & B QUMA 3 Quercus macrocarpa / Burr Oak 70`H x 70`W 2.5"Cal B & B QUCS 2 Quercus `Crimson Spire` / Crimson Spire Oak 50`H x 15`W 2.5"Cal B & B TABL 4 Tilia americana `Boulevard` / Boulevard Linden 60`H x 30`W 2.5"Cal B & B TILG 8 Tilia cordata `Greenspire` / Greenspire Littleleaf Linden 60`H x 40`W 2.5"Cal B & B ULMO 9 Ulmus x `Morton Accolade` TM / American Elm `Accolade`60`H x 40`W 2.5" Cal.B & B UNDERSTORY TREES AGAB 11 Amelanchier x grandiflora `Autumn Brilliance` / `Autumn Brilliance` Serviceberry 20`H x 25`W 1.5"Cal B & B CARP 10 Carpinus caroliniana / American Hornbeam 30`H x 30`W 2.0" Cal.B & B CLAD 10 Cladrastis kentukea / American Yellowwood 40`H x 35`W 1.5" Cal.B & B CCGI 10 Crataegus crus-galli `Inermis` / Thornless Hawthorn 25`H x 25`W 1.5"Cal B & B MAAK 9 Maackia amurensis / Amur Maackia 30`H x 20`W 1.5" Cal.B & B MAGN 9 Magnolia stellata / Star Magnolia 20`H x 15`W 1.5" Cal.POT MASS 10 Malus x `Spring Snow` / Spring Snow Crabapple 25`H x 20`W 1.5"Cal B & B OSTV 6 Ostrya virginiana / American Hophornbeam 35`H x 25`W 2.0" Cal.B & B POPU 10 Populus tremuloides / Quaking Aspen 50`H x 30`W 2.0" Cal.B & B PRUN 10 Prunus cerasifera 'Newport' / Newport Flowering Plum 20`H x 20`W 2.0" Cal.B & B PRUM 6 Prunus maackii / Amur Chokecherry 30`H x 20`W 1.5" Cal.POT SORB 11 Sorbus decora / Showy Mountain Ash 30`H x 20`W 1.5" Cal.B & B SYRE 11 Syringa reticulata / Japanese Tree Lilac 20`H x 15`W 1.5"Cal B & B SHRUBS CORE 32 Cornus sericea / Red Twig Dogwood 10`H x 10`W 5 GAL.POT PHYS 65 Physocarpus opulifolius 'Diabolo' / Dwarf Ninebark 6`H x 6`W #3 POT VITR 65 Viburnum trilobum / American Cranberrybush 10`H x 10`W 5 GAL.POT GRASSES CAKF 8 Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 4`H x 2`W 2 GAL.POT SCHZ 45 Schizachyrium scoparium / Little Bluestem 4`H x 2`W 1 GAL.POT PERENNIALS ASCH 18 Astilbe chinensis `Vision in White` / Vision in White Chinese Astilbe 1.5`H x 1.5W #1 Cont.POT MILLS DRIVE12345678910113215432112345671234512345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6OUTLOT COUTLOT DOUTLOT COUTLOT BOUTLOT AOUTLOT EOUTLOT FSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN> SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS >>STS >>STS >>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SAN>0+00STS>>STS>>0+0 0 0+3 5 . 0 3 SAN>STS>>STS>>STS>>STS>>0+000+43.06 SAN MH 41-040 SAN MH 41-041 SAN MH 41-035 > L2.2B 1 ENLARGED LANDSCAPE PLAN - NORTH 'B' L2.2A 1 ENLARGED LANDSCAPE PLAN - NORTH 'A'FEATURE PLANT BEDBLUFF CREEK BLVD AVIENDA PARKWAY PRIVATE DRIVE S.4 (TYP) 4 (TYP) 4(TYP) 4(TYP) MILLS LANE BLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARYBLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARYL2.3 1 ENLARGED LANDSCAPE PLAN - SOUTH 4 (TYP) 9 (TYP) 9 (TYP) 9 (TYP) 9 (TYP) PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 08/23/2024 1 2 L201SCD001.DWG LANDSCAPE PLAN - OVERALL L2.1 NORTH 0 60 120 Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Seed mixture (BWSR Dry to Mesic South/West) as defined in current BWSR online resources. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor to ensure final grades are met. Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control. Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. Quantities shown on this sheet are total quantities for design. See Details for depth of planting soil. Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas. Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas. Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 2. 3. 5. 6. 7. 8. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1. PLANT SCHEDULE - OVERALL CITY REQUIREMENTS LEGEND Minimum of one (1) deciduous or coniferous tree placed in front yard of each lot. City Approved Tree List (Sec. 18-61) Buffers required when plat is contiguous with a colllector and/or arterial street. Buffers shall be a mix of trees and shrubs. See sheet L2.5 for buffer quantities and species. Sodded turf. See Note #8 Seed mix: BWSR Dry to Mesic Buffer South and West Seed at rate of 46.18 lb/acre 4. 9. Seed mix: BWSR Shallow Rooted BMP Mix General Seed at rate of 41.31 lb/acre 56 SYMBOL CODE QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT CONDITION OVERSTORY TREES ACNO 1 Acer rubrum `Northwood` / Northwood Maple 50`H x 40`W 2.5"Cal B & B CELO 2 Celtis occidentalis / Common Hackberry 60`H x 50`W 2.5" Cal.B & B GYDI 1 Gymnocladus dioica / Kentucky Coffee Tree 70`H x 45`W 2.5"Cal B & B QUBI 1 Quercus bicolor / Swamp White Oak 50`H x 50`W 2.5"Cal B & B TILG 1 Tilia cordata `Greenspire` / Greenspire Littleleaf Linden 60`H x 40`W 2.5"Cal B & B ULMO 2 Ulmus x `Morton Accolade` TM / American Elm `Accolade`60`H x 40`W 2.5" Cal.B & B AVIENDA PARKWAY 123456789101132154321123456712345BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2OUTLOT COUTLOT COUTLOT BSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS >>STS>>STS>>STS >>STS >> STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>0+0 0 0+3 5 . 0 3 SAN>SAN>STS>>STS>>STS>>STS>>STS>>SAN MH 41-040 SAN MH 41-041 SAN MH 41-035 30' SITE TRIANGLE FEATURE PLANT BED(1) TILG (1) BENI (1) BENI (2) ULMO (3) ULMO (3) BENI (1) BENI (2) SORB (3) POPU (2) SORB (1) CELO (2) CELO (1) GYDI (1) TILG (1) CELO (2) ULMO (2) GYDI (2) BENI (2) CELO (2) ULMO (1) ACNO (1) TILG (1) BENI (1) QUBI (1) QUBI (1) QUBI (1) QUAL (2) QUAL MILLS DRIVE 30' SITE TRIANGLE 30' SITE TRIANGLE L2.2B NORTH LOTS - EAST SIDE BUFFER L2.2B NORTH LOTS - WEST SIDE BUFFER MILLS LANE L2.2B NORTH LOTS - NORTH SIDE BUFFER L2.2BNORTH LOTS - SOUTH SIDE BUFFER PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 08/23/2024 1 2 L202ASCD001.DWG ENLARGED LANDSCAPE PLAN - NORTH L2.2A NORTH 0 40 80 Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Seed mixture (BWSR Dry to Mesic South/West) as defined in current BWSR online resources. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor to ensure final design grades are met. Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control. Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. Quantities shown on plant schedule are for this sheet only. See sheet L2.1 for overall quantities for design. See Details for depth of planting soil. Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas. Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas. Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 2. 3. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1. PLANT SCHEDULE - NORTH LEGEND Sodded Turf. See Note #8 BWSR Dry to Mesic South and West seed mix. Seed at rate of 46.18 lbs/acre. 4. BWSR Shallow Rooted BMP Mix General Seed at rate of 41.31 lbs/acre. 57 SYMBOL CODE QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT CONDITION OVERSTORY TREES ACNO 1 Acer rubrum `Northwood` / Northwood Maple 50`H x 40`W 2.5"Cal B & B CELO 2 Celtis occidentalis / Common Hackberry 60`H x 50`W 2.5" Cal.B & B GYDI 1 Gymnocladus dioica / Kentucky Coffee Tree 70`H x 45`W 2.5"Cal B & B QUBI 1 Quercus bicolor / Swamp White Oak 50`H x 50`W 2.5"Cal B & B TILG 1 Tilia cordata `Greenspire` / Greenspire Littleleaf Linden 60`H x 40`W 2.5"Cal B & B ULMO 2 Ulmus x `Morton Accolade` TM / American Elm `Accolade`60`H x 40`W 2.5" Cal.B & B 8 9 10 11 321 5 4 3 2 1 BLOCK 1 BLOCK 2 OUTLOT B STS >>STS>>STS>>SAN>SAN>SAN>S A N>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>0+000+35.03SAN30' SITE TRIANGLEFEATU R E PL A NT B E D (1) QUAL(1) BENI(1) TABL (4) VITR (2) PRUN (7) SCHZ (6) PHYS (1) CCGI (1) CCGI (3) VITR (2) CORE (2) PRUN (1) VITR (1) PRUN (1) AGAB (3) SYRE (2) PHYS (2) PHYS (1) CARP (1) OSTV (1) CARP (2) CLAD (2) VITR (2) VITR (1) MAGN (1) SORB (1) CARP (1) MAGN (1) CORE (1) AESG (1) OSTV (1) MAGN (1) CARP (1) CLAD (1) OSTV (2) CORE (2) VITR (3) PHYS (2) SORB(3) POPU(2) SORB(2) AGAB (3) SCHZ (2) CORE (2) PHYS (1) AGAB (1) GYDI (1) CORE (1) VITR (1) AGAB (1) VITR (1) TABL (1) AGAB (1) SYRE(1) CELO(2) CELO(1) GYDI(1) TILG(1) CELO(2) ULMO(2) GYDI(3) PHYS (1) GYDI (2) CCGI (1) ACNO(2) CORE (2) CORE (2) CORE (1) CARP (1) PIDE12 (1) PISY12 (1) PISY12 (1) PISY (2) PIDE8 (1) PIDE12(1) PIDE8 (2) TILG (1) ABCO (1) ABCO (1) PIDE8 (2) PIDE12 (1) PIDE8 (1) ACGI (1) ACGI (1) ACGI (1) ACGI (5) SCHZ (1) ACGI (1) PISY12 (1) QUBI(1) QUBI(1) QUBI(3) ACNOMILLS DRIVEAVIENDA PARKWAY30' SITE TRIANGLE Conservation Easement Sign (TYP) L2.5 NORTH LOTS - SOUTH SIDE BUFFER L2.5NORTH LOTS - EAST SIDE BUFFER L2.5 NORTH LOTS - WEST SIDE BUFFER PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 08/23/2024 1 2 L202SCD001.DWG ENLARGED LANDSCAPE PLAN - NORTH 'B' L2.2B NORTH 0 40 80 MATCHLINE - SEE SHEET L2.2A Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Seed mixture (BWSR Dry to Mesic South/West) as defined in current BWSR online resources. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor to ensure final design grades are met. Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control. Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. Quantities shown on plant schedule are for this sheet only. See sheet L2.1 for overall quantities for design. See Details for depth of planting soil. Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas. Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas. Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 2. 3. 5. 6. 7. 9. 10. 11. 12. 13. 14. 15. 16. 17. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1. PLANT SCHEDULE - NORTH 'B' 8. 4. LEGEND Sodded Turf. See Note #8 BWSR Dry to Mesic South and West seed mix. Seed at rate of 46.18 lbs/acre. BWSR Shallow Rooted BMP Mix General Seed at rate of 41.31 lbs/acre. 58 MILLS DRIVE123456789101132154321123456712345BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2OUTLOT COUTLOT COUTLOT BL2.2BNORTH LOTSWEST SIDE BUFFERL2.2BNORTH LOTSEAST SIDE BUFFER(1) QUMA(1) QUAL(1) QUMA(1) QUMA(1) QUAL(1) QUBI(1) QUAL(1) CATA(2) CCGI(1) QUAL(1) CORE(3) PHYS(2) AGAB(3) VITR(5) SCHZ(2) SYRE(1) AFJ3(1) VITR(1) SORB(1) OSTV(1) VITR(1) CARO(2) CORE(4) PHYS(2) CORE(2) VITR(1) VITR(2) CORE(1) CARP(1) VITR(1) CORE(1) MAGN(2) MAGN(1) CARP(1) OSTV(1) CARP(3) VITR(3) CORE(2) MAGN(1) CARP(1) OSTV(1) AESG(2) SYRE(1) PRUN(2) CCGI(4) PHYS(2) VITR(5) PHYS(1) CCGI(1) TABL(1) AGAB(5) PHYS(3) VITR(1) AGAB(4) VITR(2) PRUN(7) SCHZ(6) PHYS(1) CCGI(1) CCGI(3) VITR(2) CORE(2) PRUN(1) VITR(1) PRUN(1) AGAB(3) SYRE(2) PHYS(2) PHYS(1) CARP(1) OSTV(1) CARP(2) CLAD(2) VITR(2) VITR(1) MAGN(1) SORB(1) CARP(1) MAGN(1) CORE(1) AESG(1) OSTV(1) MAGN(1) CARP(1) CLAD(1) OSTV(2) CORE(2) VITR(3) PHYS(1) ACNO(2) AGAB(3) SCHZ(2) CORE(2) PHYS(1) AGAB(1) GYDI(1) CORE(1) VITR(1) AGAB(1) VITR(1) TABL(1) AGAB(1) SYRE(1) AFJ3(1) ACGM(3) PHYS(1) GYDI(1) CLAD(2) PRUN(1) CORE(2) CCGI(1) CLAD(2) CORE(2) CORE(2) CORE(1) CARP(5) SCHZ(4) SCHZ(1) TILG(1) CLAD(1) CLAD(1) PIDE12(1) PIDE12(1) PIDE12(1) PIDE12(1) PISY12(1) PISY12(2) PIDE12(1) PISY(1) PISY(3) POPU(1) PINI(2) PIDE8(1) PINI(2) PIDE12(2) ABCO(3) POPU(1) PISY(2) PIDE8(1) PIDE12(1) PIDE8(2) TILG(1) ABCO(1) ABCO(1) PIDE8(2) PIDE12(1) PIDE8(3) CORE(1) CORE(2) ABCO12(2) PIDE12(1) QUCS(2) ABCO12(1) CLAD(1) PISY12(1) PISY12(1) ABCO12(1) QUCS(1) CLAD(2) CORE(3) PHYS(1) ACGM(1) ACGM(1) ACGM(1) ACGI(1) ACGI(1) ACGI(1) ACGI(1) ACGI(1) AFJ3(5) SCHZ(1) ACGI(3) PHYS(1) PISY12(3) ACNOAVIENDA PARKWAYMILLS LANEL2.2BNORTH LOTSNORTH SIDE BUFFERL2.2BNORTH LOTSSOUTH SIDE BUFFERSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONOVERSTORY TREESACGI6Acer griseum / Paperbark Maple30`H x 20`W2.5"CalB & BACNO6Acer rubrum `Northwood` / Northwood Maple50`H x 40`W2.5"CalB & BACGM4Acer saccharum `Green Mountain` TM / Green Mountain Sugar Maple60`H x 40`W2.5"CalB & BAFJ34Acer x freemanii `Jeffersred` / Autumn Blaze Maple50`H x 40`W2.5"CalB & BUNDERSTORY TREESAGAB10Amelanchier x grandiflora `Autumn Brilliance` / `Autumn Brilliance` Serviceberry20`H x 25`W1.5"CalB & BCARP1Carpinus caroliniana / American Hornbeam30`H x 30`W2.0" Cal.B & BCCGI8Crataegus crus-galli `Inermis` / Thornless Hawthorn25`H x 25`W1.5"CalB & BPRUN8Prunus cerasifera 'Newport' / Newport Flowering Plum20`H x 20`W2.0" Cal.B & BSYRE8Syringa reticulata / Japanese Tree Lilac20`H x 15`W1.5"CalB & BSHRUBSCORE7Cornus sericea / Red Twig Dogwood10`H x 10`W5 GAL.POTPHYS28Physocarpus opulifolius 'Diabolo' / Dwarf Ninebark6`H x 6`W#3POTVITR18Viburnum trilobum / American Cranberrybush10`H x 10`W5 GAL.POTGRASSESSCHZ29Schizachyrium scoparium / Little Bluestem4`H x 2`W1 GAL.POTSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONEVERGREEN TREESABCO125Abies concolor / White Fir40`H x 20`W12` HT.B & BABCO2Abies concolor / White Fir40`H x 20`W8` HTB & BPIDE1210Picea glauca `Densata` / Black Hills Spruce45`H x 20`W12` HT.B & BPIDE82Picea glauca `Densata` / Black Hills Spruce45`H x 20`W8` HTB & BPISY125Pinus sylvestris / Scotch Pine45`H x 35`W12` HT.B & BOVERSTORY TREESAESG1Aesculus glabra / Ohio Buckeye40`H x 35`W2.5" Cal.B & BCARO1Carya ovata / Shagbark Hickory80`H x 60`W2.5" Cal.B & BQUCS2Quercus `Crimson Spire` / Crimson Spire Oak50`H x 15`W2.5"CalB & BTILG3Tilia cordata `Greenspire` / Greenspire Littleleaf Linden60`H x 40`W2.5"CalB & BUNDERSTORY TREESCARP8Carpinus caroliniana / American Hornbeam30`H x 30`W2.0" Cal.B & BCLAD9Cladrastis kentukea / American Yellowwood40`H x 35`W1.5" Cal.B & BMAGN8Magnolia stellata / Star Magnolia20`H x 15`W1.5" Cal.POTOSTV6Ostrya virginiana / American Hophornbeam35`H x 25`W2.0" Cal.B & BSORB2Sorbus decora / Showy Mountain Ash30`H x 20`W1.5" Cal.B & BSHRUBSCORE25Cornus sericea / Red Twig Dogwood10`H x 10`W5 GAL.POTPHYS17Physocarpus opulifolius 'Diabolo' / Dwarf Ninebark6`H x 6`W#3POTVITR15Viburnum trilobum / American Cranberrybush10`H x 10`W5 GAL.POTSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONEVERGREEN TREESABCO2Abies concolor / White Fir40`H x 20`W8` HTB & BPIDE122Picea glauca `Densata` / Black Hills Spruce45`H x 20`W12` HT.B & BPIDE82Picea glauca `Densata` / Black Hills Spruce45`H x 20`W8` HTB & BPINI2Pinus nigra / Austrian Black Pine50`H x 30`W6` Ht.B & BPISY2Pinus sylvestris / Scotch Pine45`H x 35`W8` HTB & BOVERSTORY TREESCATA1Catalpa speciosa / Northern Catalpa70`H x 50`W2.5" Cal.B & BQUAL3Quercus alba / White Oak70`H x 60`W2.5"CalB & BQUBI1Quercus bicolor / Swamp White Oak50`H x 50`W2.5"CalB & BQUMA3Quercus macrocarpa / Burr Oak70`H x 70`W2.5"CalB & BUNDERSTORY TREESPOPU6Populus tremuloides / Quaking Aspen50`H x 30`W2.0" Cal.B & BSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONEVERGREEN TREESPIDE121Picea glauca `Densata` / Black Hills Spruce45`H x 20`W12` HT.B & BPIDE83Picea glauca `Densata` / Black Hills Spruce45`H x 20`W8` HTB & BPISY1Pinus sylvestris / Scotch Pine45`H x 35`W8` HTB & BOVERSTORY TREESAESG1Aesculus glabra / Ohio Buckeye40`H x 35`W2.5" Cal.B & BGYDI2Gymnocladus dioica / Kentucky Coffee Tree70`H x 45`W2.5"CalB & BQUAL1Quercus alba / White Oak70`H x 60`W2.5"CalB & BTABL2Tilia americana `Boulevard` / Boulevard Linden60`H x 30`W2.5"CalB & BPROGRESS SETCITY SUBMITTALPROGRESS SETWATERSHED SUBMITTALWATERSHED SUBMITTALWATERSHED SUBMITTALUTILITY SUBMITTAL - REVISION 1FINAL PLAT SUBMITTALFINAL PLAT SUBMITTALCITY SUBMITTALOWNER REVIEWGRADING AS-BUILTCONSTRUCTION DOCUMENTSREVISION 2REVISION PER JOHN SONNEKPRELIMINARY PLAT SUBMITTALSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSES31 AUG 202108 SEP 202121 SEP 202122 FEB 202222 MAR 202225 MAR 202221 JUN 202230 SEP 202201 NOV 202214 DEC 202216 JAN 202311 APR 202320 APR 202306 JUN 202313 JUN 202423 AUG 2024PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDATOWNHOMESCHANHASSEN, MNPRELIMINARY PLAT SUBMITTALAUGUST 23, 2024SCD14001.CUD2024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Landscape Architect under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Joshua K. PopehnLicense No:Date: 08/23/202412L202BSCD001.DWGNORTH LOTSBUFFERSL2.2BNORTH060120GENERAL NOTESQuantities on this plan sheet are for purposes of identifying and quantifying buffer requirements only. See sheet L2.1 for total quantities for design. See sheets L2.2A - L2.2Cfor individual plant callouts.1.NORTH LOTS - EAST SIDE BUFFERNORTH LOTS - WEST SIDE BUFFERNORTH LOTS - NORTH SIDE BUFFERNORTH LOTS - SOUTH SIDE BUFFER59 12345678BLOCK 6OUTLOT EOUTLOT F(1) AFJ3(7) MASS(3) VITR(6) SCHZ(2) PINI(1) MASS(4) PHYS(1) PINI(6) SCHZ(2) AFJ3(4) SCHZ(3) VITR(9) ASCH(8) CAKF(2) VITR(1) TILG(1) AFJ3(4) GYDI(1) TABL(1) TABL(2) FAGG(3) VITR(6) VITR(3) VITR(3) MAAK(2) VITR(2) MAAK(5) VITR(5) PHYS(2) SYRE(2) MAAK(1) TILG(1) MAAK(1) PRUN(1) SORB(2) PINI(5) VITR(3) PHYS(1) PRUN(3) SORB(1) SORB(1) MAGN(1) CLAD(1) POPU(1) CCGI(1) MAAK(1) CARP(9) ASCH(1) ABCO(1) ABCO(1) ABCO(2) PRUM(2) PRUM(2) PRUM(8) PHYS(1) AGAB(1) SYRE(2) MASSBLUFF CREEK BLVDBLUFF CREEK BLVDAVIENDA LANESAN>SAN SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>S T S > > STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS>> STS>>STS>>STS>>STS0+000+43.06 30' SITETRIANGLE30' SITETRIANGLEL2.2CSOUTH LOTS -EAST SIDE BUFFERL2.2CSOUTH LOTS -NORTH SIDE BUFFERL2.2CSOUTH LOTS -WEST SIDE BUFFERSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONUNDERSTORY TREESMASS7Malus x `Spring Snow` / Spring Snow Crabapple25`H x 20`W1.5"CalB & BSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONEVERGREEN TREESPINI5Pinus nigra / Austrian Black Pine50`H x 30`W6` Ht.B & BOVERSTORY TREESAFJ33Acer x freemanii `Jeffersred` / Autumn Blaze Maple50`H x 40`W2.5"CalB & BGYDI4Gymnocladus dioica / Kentucky Coffee Tree70`H x 45`W2.5"CalB & BTABL2Tilia americana `Boulevard` / Boulevard Linden60`H x 30`W2.5"CalB & BTILG2Tilia cordata `Greenspire` / Greenspire Littleleaf Linden60`H x 40`W2.5"CalB & BUNDERSTORY TREESAGAB1Amelanchier x grandiflora `Autumn Brilliance` / `Autumn Brilliance` Serviceberry20`H x 25`W1.5"CalB & BCARP1Carpinus caroliniana / American Hornbeam30`H x 30`W2.0" Cal.B & BCLAD1Cladrastis kentukea / American Yellowwood40`H x 35`W1.5" Cal.B & BCCGI1Crataegus crus-galli `Inermis` / Thornless Hawthorn25`H x 25`W1.5"CalB & BMAAK3Maackia amurensis / Amur Maackia30`H x 20`W1.5" Cal.B & BMAGN1Magnolia stellata / Star Magnolia20`H x 15`W1.5" Cal.POTMASS3Malus x `Spring Snow` / Spring Snow Crabapple25`H x 20`W1.5"CalB & BPOPU1Populus tremuloides / Quaking Aspen50`H x 30`W2.0" Cal.B & BPRUN2Prunus cerasifera 'Newport' / Newport Flowering Plum20`H x 20`W2.0" Cal.B & BSORB5Sorbus decora / Showy Mountain Ash30`H x 20`W1.5" Cal.B & BSYRE3Syringa reticulata / Japanese Tree Lilac20`H x 15`W1.5"CalB & BSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONEVERGREEN TREESABCO3Abies concolor / White Fir40`H x 20`W8` HTB & BUNDERSTORY TREESMAAK6Maackia amurensis / Amur Maackia30`H x 20`W1.5" Cal.B & BSHRUBSVITR10Viburnum trilobum / American Cranberrybush10`H x 10`W5 GAL.POTSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONOVERSTORY TREESAFJ31Acer x freemanii `Jeffersred` / Autumn Blaze Maple50`H x 40`W2.5"CalB & BFAGG2Fagus grandifolia / American Beech80`H x 80`W2.5" Cal.B & BUNDERSTORY TREESPRUM6Prunus maackii / Amur Chokecherry30`H x 20`W1.5" Cal.POTSHRUBSVITR9Viburnum trilobum / American Cranberrybush10`H x 10`W5 GAL.POTSHRUBSPHYS20Physocarpus opulifolius 'Diabolo' / Dwarf Ninebark6`H x 6`W#3POTVITR13Viburnum trilobum / American Cranberrybush10`H x 10`W5 GAL.POTGRASSESCAKF8Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass4`H x 2`W2 GAL.POTSCHZ16Schizachyrium scoparium / Little Bluestem4`H x 2`W1 GAL.POTPERENNIALSASCH18Astilbe chinensis `Vision in White` / Vision in White Chinese Astilbe1.5`H x 1.5W#1 Cont.POTPROGRESS SETCITY SUBMITTALPROGRESS SETWATERSHED SUBMITTALWATERSHED SUBMITTALWATERSHED SUBMITTALUTILITY SUBMITTAL - REVISION 1FINAL PLAT SUBMITTALFINAL PLAT SUBMITTALCITY SUBMITTALOWNER REVIEWGRADING AS-BUILTCONSTRUCTION DOCUMENTSREVISION 2REVISION PER JOHN SONNEKPRELIMINARY PLAT SUBMITTALSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSES31 AUG 202108 SEP 202121 SEP 202122 FEB 202222 MAR 202225 MAR 202221 JUN 202230 SEP 202201 NOV 202214 DEC 202216 JAN 202311 APR 202320 APR 202306 JUN 202313 JUN 202423 AUG 2024PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDATOWNHOMESCHANHASSEN, MNPRELIMINARY PLAT SUBMITTALAUGUST 23, 2024SCD14001.CUD2024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Landscape Architect under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Joshua K. PopehnLicense No:Date: 08/23/202412L202CSCD001.DWGENLARGED LANDSCAPE PLAN - SOUTHL2.2CNORTH04080Contact Utility Service providers for field location of services 72 hours prior to beginning.Coordinate installation with Contractors performing related work.Seed mixture (BWSR Dry to Mesic South/West) as defined in current BWSR online resources. Native Seeds shall be of Minnesotaorigin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 daysminimum prior to installation.Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease,infestation, damage, and disfiguration.All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape.Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor toensure final design grades are met.Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for requirederosion prevention and sediment control.Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks orbuildings.Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule andthe number shown on the Drawing, the Drawing shall govern. Quantities shown on plant schedule are for this sheet only. See sheetL2.1 for overall quantities for design.See Details for depth of planting soil.Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas.Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas.Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed.Edging is not required, unless noted otherwise.Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and systemcomponents to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes andobtain all necessary permits from local jurisdiction.All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the LandscapeArchitect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies duringthe warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species andsizes and equal or better vigor as original installation.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.GENERAL NOTESLANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.PLANT SCHEDULE - NORTH BUFFERLEGENDSodded Turf. See Note #8BWSR Dry to Mesic South and West seed mix.Seed at rate of 46.18 lbs/acre. BWSR Shallow Rooted BMP Mix GeneralSeed at rate of 41.31 lbs/acre. PLANT SCHEDULE - EAST BUFFERPLANT SCHEDULE - WEST BUFFERPLANT SCHEDULE - WEST BUFFER60 12345678BLOCK 6OUTLOT AOUTLOT EOUTLOT F(1) AFJ3(7) MASS(3) VITR(6) SCHZ(2) PINI(1) MASS(4) PHYS(1) PINI(6) SCHZ(2) AFJ3(4) SCHZ(3) VITR(9) ASCH(8) CAKF(2) VITR(1) TILG(1) AFJ3(4) GYDI(1) TABL(1) TABL(2) FAGG(3) VITR(6) VITR(3) VITR(3) MAAK(2) VITR(2) MAAK(5) VITR(5) PHYS(2) SYRE(2) MAAK(1) TILG(1) MAAK(1) PRUN(1) SORB(2) PINI(5) VITR(3) PHYS(1) PRUN(3) SORB(1) SORB(1) MAGN(1) CLAD(1) POPU(1) CCGI(1) MAAK(1) CARP(9) ASCH(1) ABCO(1) ABCO(1) ABCO(2) PRUM(2) PRUM(2) PRUM(8) PHYS(1) AGAB(1) SYRE(2) MASSBLUFF CREEK BLVDPRIVATE DRIVE S.L2.2CSOUTH LOTSWEST SIDE BUFFERL2.2CSOUTH LOTSNORTH SIDE BUFFERL2.2CSOUTH SIDEEAST SIDE BUFFERBLUFF CREEK BLVDSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONEVERGREEN TREESPINI5Pinus nigra / Austrian Black Pine50`H x 30`W6` Ht.B & BOVERSTORY TREESAFJ33Acer x freemanii `Jeffersred` / Autumn Blaze Maple50`H x 40`W2.5"CalB & BGYDI4Gymnocladus dioica / Kentucky Coffee Tree70`H x 45`W2.5"CalB & BTABL2Tilia americana `Boulevard` / Boulevard Linden60`H x 30`W2.5"CalB & BTILG2Tilia cordata `Greenspire` / Greenspire Littleleaf Linden60`H x 40`W2.5"CalB & BUNDERSTORY TREESAGAB1Amelanchier x grandiflora `Autumn Brilliance` / `Autumn Brilliance` Serviceberry20`H x 25`W1.5"CalB & BCARP1Carpinus caroliniana / American Hornbeam30`H x 30`W2.0" Cal.B & BCLAD1Cladrastis kentukea / American Yellowwood40`H x 35`W1.5" Cal.B & BCCGI1Crataegus crus-galli `Inermis` / Thornless Hawthorn25`H x 25`W1.5"CalB & BMAAK3Maackia amurensis / Amur Maackia30`H x 20`W1.5" Cal.B & BMAGN1Magnolia stellata / Star Magnolia20`H x 15`W1.5" Cal.POTMASS3Malus x `Spring Snow` / Spring Snow Crabapple25`H x 20`W1.5"CalB & BPOPU1Populus tremuloides / Quaking Aspen50`H x 30`W2.0" Cal.B & BPRUN2Prunus cerasifera 'Newport' / Newport Flowering Plum20`H x 20`W2.0" Cal.B & BSORB5Sorbus decora / Showy Mountain Ash30`H x 20`W1.5" Cal.B & BSYRE3Syringa reticulata / Japanese Tree Lilac20`H x 15`W1.5"CalB & BSHRUBSPHYS20Physocarpus opulifolius 'Diabolo' / Dwarf Ninebark6`H x 6`W#3POTVITR13Viburnum trilobum / American Cranberrybush10`H x 10`W5 GAL.POTGRASSESCAKF8Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass4`H x 2`W2 GAL.POTSCHZ16Schizachyrium scoparium / Little Bluestem4`H x 2`W1 GAL.POTPERENNIALSASCH18Astilbe chinensis `Vision in White` / Vision in White Chinese Astilbe1.5`H x 1.5W#1 Cont.POTSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONEVERGREEN TREESABCO3Abies concolor / White Fir40`H x 20`W8` HTB & BUNDERSTORY TREESMAAK6Maackia amurensis / Amur Maackia30`H x 20`W1.5" Cal.B & BSHRUBSVITR10Viburnum trilobum / American Cranberrybush10`H x 10`W5 GAL.POTSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONOVERSTORY TREESAFJ31Acer x freemanii `Jeffersred` / Autumn Blaze Maple50`H x 40`W2.5"CalB & BFAGG2Fagus grandifolia / American Beech80`H x 80`W2.5" Cal.B & BUNDERSTORY TREESPRUM6Prunus maackii / Amur Chokecherry30`H x 20`W1.5" Cal.POTSHRUBSVITR9Viburnum trilobum / American Cranberrybush10`H x 10`W5 GAL.POTSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONUNDERSTORY TREESMASS7Malus x `Spring Snow` / Spring Snow Crabapple25`H x 20`W1.5"CalB & BPROGRESS SETCITY SUBMITTALPROGRESS SETWATERSHED SUBMITTALWATERSHED SUBMITTALWATERSHED SUBMITTALUTILITY SUBMITTAL - REVISION 1FINAL PLAT SUBMITTALFINAL PLAT SUBMITTALCITY SUBMITTALOWNER REVIEWGRADING AS-BUILTCONSTRUCTION DOCUMENTSREVISION 2REVISION PER JOHN SONNEKPRELIMINARY PLAT SUBMITTALSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSES31 AUG 202108 SEP 202121 SEP 202122 FEB 202222 MAR 202225 MAR 202221 JUN 202230 SEP 202201 NOV 202214 DEC 202216 JAN 202311 APR 202320 APR 202306 JUN 202313 JUN 202423 AUG 2024PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDATOWNHOMESCHANHASSEN, MNPRELIMINARY PLAT SUBMITTALAUGUST 23, 2024SCD14001.CUD2024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Landscape Architect under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Joshua K. PopehnLicense No:Date: 08/23/202412L202CSCD001.DWGSOUTH LOTS ANDBUFFERSL2.2CNORTH04080GENERAL NOTESQuantities on this plan sheet are for purposes of identifying and quantifying buffer requirements only. See sheet L2.1 for total quantities for design. See sheets L2.2A - L2.2Cfor individual plant callouts.1.SOUTH LOTS - NORTH SIDE BUFFERSOUTH LOTS - EAST SIDE BUFFERSOUTH LOTS - WEST SIDE BUFFERSOUTH LOTS - STREET TREES61 1234567 8 9 10 11 321 5 4 3 2 1 12 34 567 1 2 3 4 5 1 2 3 4 5 6 7 8 BLOCK 3 BLOCK 4BLOCK 5 BLOCK 1 BLOCK 2 BLOCK 6 OUTLOT DOUTLOT C OUTLOT B OUTLOT A OUTLOT E OUTLOT FSAN>SAN>SANSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SANSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS >>STS>>STS>>STS>>SAN >SAN >SAN >SAN > SAN > SAN > SAN > SAN >SAN >SAN >STS>>STS>>STS>>STS >>STS >>STS >>STS SAN>SAN>SAN>STS >>SAN>STS >>STS >>1.20.8 0.9 0.7 0.5 1.31.1 1.2 0.8 0.5 1.00.7 0.7 0.4 0.60.4 0.4 0.3 0.30.2 0.2 0.2 0.10.1 0.1 0.1 0.10.1 0.1 0.1 0.00.0 0.1 0.0 0.00.00.0 0.1 0.1 0.00.00.0 0.2 0.1 0.00.0 0.7 0.8 0.00.0 1.7 2.2 0.00.00.0 3.0 4.0 0.00.0 0.00.00.0 0.10.00.0 0.10.1 1.50.60.2 5.32.81.2 2.21.21.2 1.3 0.9 0.5 0.91.31.5 1.2 1.2 0.8 0.4 1.31.10.9 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.6 0.8 1.1 0.9 0.8 0.8 0.5 0.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.30.50.70.90.90.60.10.20.40.6 0.9 0.6 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.6 0.6 0.5 0.5 0.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.30.40.50.10.20.40.71.11.41.31.1 1.6 1.1 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.3 0.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.30.50.81.11.10.9 1.1 0.8 0.5 0.70.6 0.7 0.5 0.4 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MILLS DRIVE BLUFF CREEK BLVDAVIENDA PARKWAYPRIVATE DRIVE S.MILLS LANEAAAINTERSECTION - MILLS LANE NWPEDESTRIAN CROSSING - MILLS LANE NWINTERSECTION - MILLS DRIVEINTERSECTION - WESTINTERSECTION - EASTAVERAGE FOOT-CANDLES5.03MAXIMUM FOOT-CANDLES6.5MINIMUM FOOT-CANDLES2.6MINIMUM TO MAXIMUM FC RATIO0.4MAXIMUM TO MINIMUM FC RATIO2.47AVERAGE TO MINIMUM FC RATIO1.92AVERAGE FOOT-CANDLES3.81MAXIMUM FOOT-CANDLES5.9MINIMUM FOOT-CANDLES1.6MINIMUM TO MAXIMUM FC RATIO0.27MAXIMUM TO MINIMUM FC RATIO3.74AVERAGE TO MINIMUM FC RATIO2.43AVERAGE FOOT-CANDLES2.59MAXIMUM FOOT-CANDLES3.4MINIMUM FOOT-CANDLES2MINIMUM TO MAXIMUM FC RATIO0.58MAXIMUM TO MINIMUM FC RATIO1.72AVERAGE TO MINIMUM FC RATIO1.33AVERAGE FOOT-CANDLES2.82MAXIMUM FOOT-CANDLES4.7MINIMUM FOOT-CANDLES1.8MINIMUM TO MAXIMUM FC RATIO0.38MAXIMUM TO MINIMUM FC RATIO2.62AVERAGE TO MINIMUM FC RATIO1.56AVERAGE FOOT-CANDLES5.03MAXIMUM FOOT-CANDLES6.5MINIMUM FOOT-CANDLES2.6MINIMUM TO MAXIMUM FC RATIO0.4MAXIMUM TO MINIMUM FC RATIO2.47AVERAGE TO MINIMUM FC RATIO1.92PROGRESS SETCITY SUBMITTALPROGRESS SETWATERSHED SUBMITTALWATERSHED SUBMITTALWATERSHED SUBMITTALUTILITY SUBMITTAL - REVISION 1FINAL PLAT SUBMITTALFINAL PLAT SUBMITTALCITY SUBMITTALOWNER REVIEWGRADING AS-BUILTCONSTRUCTION DOCUMENTSREVISION 2REVISION PER JOHN SONNEKPRELIMINARY PLAT SUBMITTALSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSES31 AUG 202108 SEP 202121 SEP 202122 FEB 202222 MAR 202225 MAR 202221 JUN 202230 SEP 202201 NOV 202214 DEC 202216 JAN 202311 APR 202320 APR 202306 JUN 202313 JUN 202423 AUG 2024PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDATOWNHOMESCHANHASSEN, MNPRELIMINARY PLAT SUBMITTALAUGUST 23, 2024SCD14001.CUD2024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 5533112L401SCD001.DWGPHOTOMETRICSPLANL4.1NORTH060120ANOTESPHOTOMETRICS NOTESLIGHT POLE BASE SHALL BE DESIGNED AND PROVIDED BY OTHERS. LISTED MOUNTING HEIGHTS(MH) INCLUDE HEIGHT OF POLE BASE.CALCULATIONS BASED ON EVOLVE COBRA LIGHT FIXTURES. ANY SUBSTITUTIONS NEED TOMEET CODE REQUIREMENTS.REQUIREMENTS (PER CITY OF CHANHASSEN DIRECTION)1.2.NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM (NCHRP) FOR ROUNDABOUT LIGHTING. INTERSECTIONS AND CROSSWALKS:-COLLECTOR/COLLECTOR = 1.8 FOOT CANDLES-COLLECTOR/LOCAL = 1.6 FOOT CANDLES-LOCAL/LOCAL = 1.6 FOOT CANDLESCALCULATIONS FOR PEDESTRIAN CROSSINGS TAKEN 5' ABOVE GRADE PER NCHRP STANDARDS.EXISTING LIGHT FIXTURE TYPES AT INTERSECTIONS OF POWERS/BLUFF CREEK ANDLYMAN/SUNSET PROVIDED BY CITY ON 10/26/22. FOOT CANDLE VALUES FROM FROM EXISTINGFIXTURES USED IN CONJUNCTION WITH PROPOSED FIXTURES TO PROVIDE REQUIREDLUMINESCENCE AT PEDESTRIAN CROSSINGS SHOWN ON PLAN.ALL FIXTURES SHALL BE TYPE 'A' AS SHOWN IN GRAPHIC ON THIS SHEET.3.4.CALCULATIONSINTERSECTION - MILLS LANE NWINTERSECTION - MILLS DRIVEINTERSECTION - WESTINTERSECTION - EASTPEDESTRIAN CROSSING - MILLS LANE NW62 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL FINAL PLAT SUBMITTAL CITY SUBMITTAL OWNER REVIEW GRADING AS-BUILT CONSTRUCTION DOCUMENTS REVISION 2 REVISION PER JOHN SONNEK PRELIMINARY PLAT SUBMITTAL SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 01 NOV 2022 14 DEC 2022 16 JAN 2023 11 APR 2023 20 APR 2023 06 JUN 2023 13 JUN 2024 23 AUG 2024 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN PRELIMINARY PLAT SUBMITTAL AUGUST 23, 2024 SCD14001.CUD 2024LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 08/23/2024 1 2 SUBGRADE AREA DUG/TILLED TO PROMOTE ROOT GROWTH 3-5x DIA. OF SOIL BALL AREA DUG FOR PLANTING 2-3x DIA. OF SOIL BALL SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING CUT TOP OF WIRE BASKET 1/3 (MIN.) FROM TOP OF ROOTBALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL. 2" X 2" X 24" WOOD STAKE SET AT ANGLE EXISTING SOIL LOOSENED PLANTING SOIL (SEE PLANS) EDGE CONDITION VARIES INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BE UTILIZED ONLY IF NECESSARY. MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. SEE SPECIFICATIONS. FLAGGING: ONE (1) FLAG PER WIRE DOUBLE STRAND 14 GA. WIRE - 3' @ 120 DEGREE INTERVALS (TYP.) TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH. 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) TREE WRAP TO FIRST BRANCH NOTES: 8' STEEL STAKE. PLACE WITHIN TWO (2) INCHES OF ROOT BALL. NO SCALE DECIDUOUS TREE PLANTINGVARIES PER SPECIES(SEE PLANS)24" MIN.FOUR (4") INCHES MAX.SHREDDED HARDWOOD MULCH (SEE PLANS) 1 TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH. DOUBLE STRAND 14 GA. WIRE - 3' @ 120 DEGREE INTERVALS (TYP.)VARIESAREA DUG FOR PLANTING 2x-3x DIA. OF SOIL BALL24" MINSCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2" X 2" X 24" WOOD STAKE SET AT ANGLE PLANTING SOIL (SEE PLANS) EDGE CONDITION VARIES (SEE PLANS) CUT TOP OF WIRE BASKET 1/3 (MIN.) FROM TOP OF BALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL. 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) FLAGGING: ONE (1) PER WIRE 8' STEEL STAKE. PLACE TWO (2) INCHES FROM ROOT BALL. INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BE UTILIZED ONLY IF NECESSARY. MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD AS DEFINED ON PLANS AND/OR SPECIFICATIONS. NOTES: NO SCALE CONIFEROUS TREE PLANTING EXISTING SUBGRADE AREA DUG/TILLED TO PROMOTE ROOT GROWTH 3-5x DIA. OF SOIL BALL EXISTING SOIL LOOSENED FOUR (4") INCHES SHREDDED HARDWOOD MULCH 2 SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. PLACE PLANT AS SHOWN ON PLAN EXISTING SUBGRADE REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER OUTSIDE SHRUB BED(S) FINISHED GRADE IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. DIG PLANTING PIT NO DEEPER THAN HEIGHT OF ROOT BALL. NOTES: TOP OF ROOT MASS SHALL BE LEVEL WITH FINISHED GRADE PLANTING SOIL (SEE PLANS) NO SCALE SHRUB PLANTING DIG PLANTING PIT 3X WIDEST DIMENSION OF ROOT BALL ROOT BALL SITS ON EXISTING OR RECOMPACTED SUBGRADE. FOUR (4) INCH HIGH SOIL BERM CONSTRUCTED AROUND ENTIRE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL EDGE. MULCH (SEE PLANS) EDGING (SEE PLANS) 3 12" 6"MIN. MIN. SPACING VARIES (SEE PLANS) IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. NO SCALE PERENNIAL PLANTING 18" MIN. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. EXISTING SUBGRADE BACKFILL WITH PLANTING SOIL THAT IS THOROUGHLY TILLED AND LOOSENED. (SEE PLANS) REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER OUTSIDE PLANTING BED EDGING MULCH CREATE SAUCER AROUND PLANT WITH PLANTING SOIL PERENNIAL PLANT MATERIAL SHALL NOT BE PLACED CLOSER THAN ONE (1) FOOT FROM EDGE OF PLANTING BED 4 IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. NOTES: NO SCALE STEEP SLOPE PLANTING SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. EDGE CONDITION VARIES (SEE PLANS) EDGING (SEE PLANS) PLANTING SOIL (SEE PLANS) MULCH (SEE PLANS) ROUND-TOPPED SOIL BERM, 4" HIGH x 8" WIDE, ABOVE ROOT BALL SURFACE, CENTERED ON DOWNHILL SIDE FOR 240 DEGREES.FINISHED GRADE EXISTING SUBGRADE ORIGINAL GRADE SHALL PASS THROUGH POINT WHERE TRUNK MEETS TOP OF ROOT BALL. DIG PLANTING PIT 3X WIDTH OF ROOT BALL SECTION SECTION PLAN VIEW SECTION VIEW ROUND-TOPPED BERM ROOT BALL EDGE SLOPE5 L701SCD001.DWG LANDSCAPE DETAILS L7.1 63 COCO XXXCOCO SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE CABX HH CABX CABX SSMH RE=936.6 IE=925.3(E) IE=925.2(W)SSMH RE=937.7 IE=925.9(W) HH SIG. BASE SIG. BASE LT SIG. BASE EM SIG. BASE SIG. BASE SIG. BASE HH SIG. BASE SIG. BASE SIG. BASE CABX LT LTMB XX XXX X X X X X X X X X X X X X X FO FO FO FO FO FO FO FO SSMH RE=915.2 IE=884.1 BM-2 (TNH) 913.82 BM-1 (TNH) 921.32 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> WET L A N D # 6 WETLAND #3 WET L A N D # 4 WETLAND #10XX FO FO FO FO FO FO FO 16" DIP16" DIP8" P V C@0. 5 3 % EX.8" PLUG IE.=876.67 SSMH RE=889.5 IE=876.2 13 14 15 16 17 18 19 20 21 22 23 123 4 5 6 7 8 B L O C K 2 1 2 3 4 5 6 7 8 9 10 11 12 249 9 9 1 2 3 4 5 6 7 8 9 9 B L O C K 1 24 24 24 23 B L O C K 3 B L O C K 1 58 0 . 7 125.7 6 2 .1 93.4 8 1 .4 190.85 5 . 0 79.9 5 7 0.6 221.0 1 1 6 .6 199.9849.0105.0 125.7 60.0360.0346.7 105.0 31. 4 145.0125 .7 122.3 115.231 .4145.0277.8256.260.4122.146.382.03 3 1 .5 66.568.052.0161.63 0 .9 8 5.1 107.8 44 .9 160.7 3 4 0.4 340.1 2 5 5 .8 5 6 .3 37.0 56.9 5 0.743.88 3 .6 2 4 4 .3 38.6 709.4152.11173.514.689. 0109.285.58 9 . 2 83. 5 105. 4 123.1 128.9 195.7 208.6 263.055.6 55.3 57.0 56.5 56.5 67.4 70.6 56.5 102.056.5 54.256.556.556.564.065.5 60.0105.1106.0102.2102.0102.0102.0107.0102.055.055.055.055.055.055.055.055.055.055.088.0 88.0 88.0 88.0 88.0 88.0 55.0 55.0 55.0 55.055.054.988.088.088.088.055.055.055.055.055.088.0 55.055.055.088.0 88.0 88.0 29.658.4 29.6 52.7 56.6 54.0 90.461.5 69.6 65.2 90.390.290.290.790.755.455.0 55.0 60.3 55.055.055.055.055.055.055.088.055.055.055.055.055.055.055.088.0 88.0 88.0 88.0 88.0 88.0 88.0 55.055.055.055.055.055.055.055.055.055.055.055.055.055.088.0 88.0 88.0 88.0 88.0 88.0 88.0 Parcel Table 1/1 2/1 3/1 4/1 5/1 6/1 7/1 8/1 9/1 10/1 11/1 12/1 4,840 4,962 5,218 5,323 5,707 5,218 Parcel Table 13/1 14/1 15/1 16/1 17/1 18/1 19/1 20/1 21/1 22/1 23/1 24/1 4,840 153,000 Parcel Table 1/2 2/2 3/2 4/2 5/2 6/2 7/2 8/2 9/2 OUTLOT A OUTLOT B OUTLOT C Area (S.F.) 4,840 31,879 66,747 212,604 992,133 Lot/Block Parcel Table 1/3 2/3 3/3 4/3 5/3 6/3 7/3 8/3 9/3 6,101 6,274 6,166 5,763 5,763 6,461 6,496 5,763 70,451 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 Area (S.F.)Lot/Block Area (S.F.)Lot/BlockArea (S.F.)Lot/Block PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO. FILE NAME LANDFORMcPROJECT 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C002SCD001.DWG PRELIMINARY PLAT C0.2 NORTH 0 120 240 THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE BUILDING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 5 FT. REAR = 5 FT. RESIDENTIAL = 30 FT. PUD EXTERIOR = 30 FT. BLUFF CREEK = 40 FT. PARKING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 10 FT. REAR = 10 FT. SIDE = 10 FT. RESIDENTIAL = 20 FT. LOT COVERAGE INFORMATION IS AS FOLLOWS: LOT AREA MINIMUM = 10,000 S.F = 0.23 ACRE LOT WIDTH MINIMUM = 100 FT. ZONING AND SETBACK SUMMARY LEGAL DESCRIPTION Outlot A and C, Avienda, Carver County, Minnesota LOT AREA TABLE 64 MAT C H LI N E See sheet 2 of 3 sheetsSEE SHEET 3 OF 3 SHEETS FOR DETAILOF BLOCKS 1 THROUGH 5W. line of Outlot C, Avienda1540.84 N01°05'17"E190.81 S0°21'54"W125.74 N89°38'06"W 93.35 S86°43'46"W 8 1.40R =54.00Δ =8 6°21'53" S 4 2 ° 4 3 ' 4 2 " E 5 5 . 0 4 S86°10'48"E 79.92 R =11416.16 Δ =2°51'5 0 "5 7 0.6 3 220.98 S89°02'39"E 346.68 N88°54'43"W 5 8 0 . 6 8 S 5 2 ° 5 0 ' 2 9 " E R=240.00Δ=75°3 2 '4 8 "3 1 6 .4 5 R=1390.00Δ=11°26'58"277.76R=1815.00Δ=13°50'58"438.72339.67360.00781.1660.00R=536.00 Δ =3 5 °2 6 '1 1 "3 3 1 .5 1 82.00R =54.00Δ =87°00'29"S10°28'50"E 46.34 R=1313.52 Δ=2°53'57" 66.46 30.89 R=456.00 Δ=3°52'52"161 .5 5 R =37 0 .5 0 Δ=24°5 8 '5 9 "52.0 0 N 4 1° 0 4' 5 0" E 68.04 R=1148.00 Δ=3°23'46" 9 0 . 6 9S3 7 ° 4 5 ' 4 4 "E 98.09 N18°43'39"E MILLS DRIVE 606062.05 R=978.00 Δ=3°38'07" 5.49 Δ=00°10'24" Δ =2 7 °5 0 '0 8 " 1 1 6 .6 0 Δ=47°42'40"199.8 5 AVIENDA TOWNHOMES Denotes 1/2 inch iron pipe monument found. Denotes 1/2 inch by 14 inch iron pipe monument set and marked by License No. 24332. Bearings shown are based upon the west line of Outlot C, AVIENDA which has an assumed bearing of N01°05'17"E. NORTH 0 100 200 1 INCH = 100 FEET SCALE IN FEET 65 MAT C H LI N E See sheet 1 of 3 sheets SEE BELOW FOR DETAIL OF BLOCK 6 208.59 N90°00'00"W 195.69 N84°03'11"W 128.86 N77°16 ' 3 3 " W 123. 1 2 N72° 4 5 ' 3 1 " W 105 . 4 3 N6 7 ° 2 2 ' 4 9 " W 83 . 4 9 N6 0 ° 5 6 ' 4 4 " W N3 9 ° 2 2 ' 3 3 "W 8 9 . 2 1 85.52N5°33'21"W109.18N15°04'06"W N5 9 ° 5 5 ' 5 3 " W 89 . 0 2 14.59 N7°45'55"W R=2355.00 Δ =08°16'5 2"3 4 0.3 7 340.14 S89°39'32"E Δ =12 °5 4 '0 9 "R =113 6 .0 0 2 5 5 .8 2 56.29 R=94.00 Δ=34°18'40" R=66.00 Δ=32°09'21" 37.04 56.91 N79°35'38" E R=66.00 Δ=44°01'18" 50.71 43.76 R=94.00 Δ=26°40'33" R =9 5 2 .7 7 Δ =5 °0 1 '3 9 " 8 3 .6 0 Δ =1 4 °4 1 '2 8 " R =9 5 2 .7 7 2 4 4 .3 0 N81°58'01"E 38.61 709.36 S7°02'36"E152.11 S29°19'19"W1149.34 N88°03'46"W263.03 S1°56'14"W17.0 6 106.0 6 86.61 N14°20'53"W 82.98 N51°31'40"W S81°22'40" E 160.66 R=52.00 Δ=49°26'03" 44.86 R=85.00 Δ=72°39'22" 107.79 R=94.00 Δ=51°53'57" 85.15 R=456.00 Δ=3°52'52" 30.89 Δ=07°45'25"318.8 321.54 Δ=00°31'27"N41°04'50"E52.00R =37 0 .5 0 Δ=24°5 8 '5 9 "161.55 CBRG=S39°22'58"W C=68.03 R=1148.00 Δ=3°23'46" 68.04 60.05 S 7 7 ° 5 8 ' 3 9 " E DETAIL OF BLOCK 6 110.90 N 7 8 ° 4 9 ' 2 2 " W 237.35 N90°00'00"E 70.64 S 7 6 ° 5 4 ' 2 0 " E 56.50 S 7 5 ° 0 3 ' 0 5 " E 56.50 S 7 5 ° 0 3 ' 0 5 " E 54.16 S81° 2 4 ' 5 7 " E 102.00 S14°56'55"W56.52 S85°27'58"E 176.96 N90°00'00"E 65.47 S82°49 ' 4 1 " E105.12 S12°01'21"WS9°36'12"W106.04N3°55'46"E102.24N0°00'00"E102.00S0°00'00"E102.00S0°00'00"E102.00S5°55'57"W107.04S14°56'55"W102.0063.96 56.50 56.50 67.4056.5056.5056.95 55.33 55.58 8 2 . 9 8 N 5 1 ° 3 1 ' 4 0 "W86.61 N14°20'53"W263.03 S1°56'14"WAVIENDA TOWNHOMES Restricted Access per Doc. No. A503436 NORTH 0 100 200 1 INCH = 100 FEET SCALE IN FEET NORTH 0 30 60 1 INCH = 30 FEET SCALE IN FEET Denotes 1/2 inch iron pipe monument found. Denotes 1/2 inch by 14 inch iron pipe monument set and marked by License No. 24332. Bearings shown are based upon the west line of Outlot C, AVIENDA which has an assumed bearing of N01°05'17"E. 66 220.00 S1°05'17"W 1540.84 N01°05'17"E 781.16 60.00 360.00 385.00 S01°05'17"W 385.00 N01°05'17"E 330.00 N01°05'17"E 330.00 S01°05'17"W 110.42 N89°37'00"E115.25 N89°37'00"E65.22 S84°45'23"E52.72 S84°45'23"E56.60 S75°32'58"E53.96 S66°25'44"E90. 4 0 N 2 3 ° 3 4 ' 1 6 " E 61.48 S66°25'44"E69.59 S75°32'58"E580.68 S52°50'29"E88.00 S88°54'43"E88.00 S88°54'43"E165.00 S01°05'17"W 88.00 N88°54'43"W88.0088.00105.00 S88°54'43"E145.00 S01°05'17"W 115.21 S88°54'43"E88.00 S00°59'45"W 346.68 N88°54'43"W164.87 S88°54'43"E88.00 S01°05'17"W 165.01 S88°54'43"E88.00 S88°54'43"E275.00 N01°05'17"E 275.00 S01°05'17"W 60 60 60R =18 15 .0 0 Δ =13 °5 0 '5 8 "4 3 8 .7 2 Δ =8 °0 5 '12 "2 5 6 .17 Δ =1°5 4 '2 7 "6 0 .4 2 Δ =3 °4 0 '5 5 "11 6 .6 4 Δ=00°10'24" 5.491234567 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 9 1 2 3 45678 2 1 MILLSDRIVER=1390.00 Δ=11°26'58"277.76R=240.00Δ=75°32 ' 4 8 " 3 1 6 .45Δ= 4 7° 4 2'4 0 " 1 9 9.8 5 90.22 S00°23'00"E68.53N63°07'58"WN18° 4 8 ' 4 4 " E 90.7 1 N10°35'5 5 " E 90.65 N02°40'47"E 90.35 S00°23'00"E 90.22 55.0055.4260.2555.0055.0055.0055.0055.00 55.0055.0055.0055.0055.0055.0055.00 55.00 55.00 55.00 55.00 55.00 55.00 55.00 55.00 55.00 55.00 55.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.0029.64117.64 S88°54'43"E29.6488.0088.00R =8 0 .0 0 Δ =90°00'00"125.66R=80.00Δ=90°00'0 0 "1 2 5 .6 6 122.32145.00 105.00Δ=90°00 '0 0 "31.42 3 1 .42Δ =9 0 °00'00"54.8755.0055.0055.0055.0055.01S01°05'17"W 88.00 S01°05'17"W 88.00 28.40 N54°37'08"WN34° 2 0' 2 5" W 76.4 9 55.00 55.00 55.00 55.00 55.00 55.0055.0055.0055.0055.00 3.3379.00Δ=64°09'29" 11.20 8.97 S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.0079.003.28 Δ=5°44'21" 9.02 55.00 55.00 55.00 55.00 55.00 55.00 55.00 55.0055.0055.0055.0055.0055.0055.00 N88°54'43"W88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00390.31 S02°43'53"E 289.62 N 1 9 ° 4 3' 0 8 " W 26.85 N76°36'14"E127.36 N45°47'08"W 34.88 N67°54'44"W AVIENDA TOWNHOMES NORTH 0 40 80 1 INCH = 40 FEET SCALE IN FEET Denotes 1/2 inch iron pipe monument found. Denotes 1/2 inch by 14 inch iron pipe monument set and marked by License No. 24332. Bearings shown are based upon the west line of Outlot C, AVIENDA which has an assumed bearing of N01°05'17"E. 67 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2024-17 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, September 17, 2024 at 6:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request to adjust some property lines within the Avienda Townhomes Plat through a revised Preliminary Plat, Final Plat, and Site Plan. The townhomes project is proposed to be replatted so that individual lots would be larger so that venting of the homes adheres with mechanical building code. No other changes are proposed with the revised Plat. Property Owner: Level 7 Development Applicant: Charles Cudd Company. Project documents for this request are available for public review on the city’s website at www.chanhassenmn.gov/proposeddevelopments on the Avienda page or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Eric Maass Community Development Director Email: emaass@chanhassenmn.gov Phone: 952-227-1139 (Publish in the Sun Sailor on September 5, 2024) g:\plan\2024 planning cases\24-17 avienda townhomes (replat)\public hearing & agency notice info\ph notice to sun sailor - replat 24-17.docx 68 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COLINTY OF CARVER ) [, Jenny Potter, being first duly swom, on oath deposes that she is and was on September 5,2024, the duly qualified and acting City Clerk ofthe City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy ofthe attached notice Consider a request to adjust property lines within Avienda Townhomes Plat through a revised Preliminary Plat, Final Plat, and Site Plan. The project is proposed to be replatted so that individual lots would be larger so venting of the homes adheres with mechanical building code, No other changes are proposed with the revised Plat. Owner: Level 7 Development, Applicant: Charles Cudd Company to the persons named on attached Exhibit "A", by enclosing a copy ofsaid 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 ofthe County Treasurer, Carver County, Minnesota, and by other appropriate records. Jenn otter. City Clerk Subscribed and sworn to before me this 5 day of lad AMY K. WEIDMAN Notary Public-Minnesota My Comrnb.lon Erplr.6 J.n 31, 202? t I I, t t Notarv Public ,2024. 69 Tax name Tax add l1 Tax add l2 AARON LEIGH SANDNESS 9171 RIVER ROCK DR N CHANHASSEN, MN 55317-4758 ALIAKSANDR KHARYTOVICH 9053 DEGLER LN CHANHASSEN, MN 55317-2701 ANKUR WAHI 9092 RIVER ROCK DR N CHANHASSEN, MN 55317- ARUNKUMAR JOTHIRAMALINGAM 9044 DEGLER LN CHANHASSEN, MN 55317- ASHLEY N NELSON REVOCABLE INTERVIVOS TRU 1485 MILLS DR CHANHASSEN, MN 55317- ASIM MOHAMMED SYED 1561 LYMAN BLVD CHANHASSEN, MN 55317- BALAJI MONHANCHANDRAN 9112 RIVER ROCK DR N CHANHASSEN, MN 55317-4758 BETH ANNE CATHERINE MELANDER 8255 KELZER POND DR VICTORIA, MN 55386- BHASKAR GURRAMKONDA 1471 DEGLER CIR CHANHASSEN, MN 55317-4750 BRADLEY WESTVIG 1430 JERSEY WAY CHANHASSEN, MN 55317-8622 BRANDON ZENK 9091 RIVER ROCK DR N CHANHASSEN, MN 55317-4845 BRIAN OMMEN 9081 RIVER ROCK DR N CHANHASSEN, MN 55317-4845 BRYAN T PETERSEN 9180 RIVER ROCK DR N CHANHASSEN, MN 55317-4758 C DAVID LUTHER IRREV TRUST FBO AVA LUTHE 1452 MILLS DR CHANHASSEN, MN 55317- C/O AVIENDA TOWNHOMES ASSOCIATION 15050 23RD AVE N MINNEAPOLIS, MN 55447- CARA L BLACK REVOCABLE TRUST 10764 PURDEY RD EDEN PRAIRIE, MN 55347- CARVER COUNTY HOLDINGS LLC 8722 BIG WOODS LN EDEN PRAIRIE, MN 55347- CHANHASSEN CITY PO BOX 147 CHANHASSEN, MN 55317- CHANHASSEN RESIDENTIAL DEV PARTNERS LLC 7300 METRO BLVD #300 EDINA, MN 55439-2302 CHRISTOPHER R ANDERSON 1423 BETHESDA CIR CHANHASSEN, MN 55317-4749 CITY OF CHANHASSEN 7700 MARKET BLVD PO BOX 147 CHANHASSEN, MN 55317- CODY PRIBBLE 8991 RIVER ROCK DR N CHANHASSEN, MN 55317- DANIEL MARTINEZ 9072 RIVER ROCK DR N CHANHASSEN, MN 55317- DAVID HELDMAN 9041 DEGLER CIR CHANHASSEN, MN 55317-4836 DEBRA A JUNGCLAUS 4407 SE HAIG POINT CT STUART, FL 34997- DIWAHAR SIVARAJ 9001 RIVER ROCK DR N CHANHASSEN, MN 55317- EDWARD KIM 1435 MILLS DR CHANHASSEN, MN 55317- ERIC L & JENNIFER L SWANSON 1440 BETHESDA CIR CHANHASSEN, MN 55317-4749 ERIK VIEYRA 8981 RIVER ROCK DR N CHANHASSEN, MN 55317- EVAN M LUCORE 1440 JERSEY WAY CHANHASSEN, MN 55317-8622 FRANKLIN BLYDENBURGH 9122 RIVER ROCK DR CHANHASSEN, MN 55317- GARY REITER 1460 JERSEY WAY CHANHASSEN, MN 55317- 70 GEORGE MURRAY 1430 BETHESDA CIR CHANHASSEN, MN 55317-4749 GUNJAN SHARMA 1470 JERSEY WAY CHANHASSEN, MN 55317-8622 HASSAN NADEEM 9043 DEGLER LN CHANHASSEN, MN 55317- HUONG N DANG 9151 RIVER ROCK DR N CHANHASSEN, MN 55317-4758 JACOB A WILLS 9021 DEGLER CIR CHANHASSEN, MN 55317-4836 JAMES S ROHWER 9111 RIVER ROCK DR N CHANHASSEN, MN 55317-4758 JDV INVESTMENTS LLC 6472 SMITHTOWN RD EXCELSIOR, MN 55331- JEFFREY S & LEE ANN FRANZ 8950 SUNSET TRL CHANHASSEN, MN 55317-9100 JENIFER KENIS PRINCE 13190 BEEHIVE CT EDEN PRAIRIE, MN 55346- JESSE L MILLER 9051 RIVER ROCK DR N CHANHASSEN, MN 55317-4845 JILL MARIE MADISON 9161 RIVER ROCK DR N CHANHASSEN, MN 55317- JOAN M MCNANEY 1455 MILLS DR CHANHASSEN, MN 55317-4811 JONATHAN R & SHANNON G ABAD 1439 BETHESDA CIR CHANHASSEN, MN 55317-4749 JOSEPH ARMSTRONG 1427 BETHESDA CIR CHANHASSEN, MN 55317-4749 JUSTIN STERLING 1450 BETHESDA CIR CHANHASSEN, MN 55317- KATHERINE A NOTCH 9083 DEGLER LN CHANHASSEN, MN 55317- KATHLEEN MAI SCHUMACHER 9063 DEGLER LN CHANHASSEN, MN 55317-2701 KAYLA K BORCHERT 1420 JERSEY WAY CHANHASSEN, MN 55317- KENT SPAULDING 8971 RIVER ROCK DR N CHANHASSEN, MN 55317- KERRY ZAJICEK 1601 LYMAN BLVD CHANHASSEN, MN 55317- KIM KIM 9041 RIVER ROCK DR N CHANHASSEN, MN 55317- KOU THAO 9034 DEGLER LN CHANHASSEN, MN 55317- KYLE KRAMER 9071 RIVER ROCK DR N CHANHASSEN, MN 55317- KYLE STOKKE 9024 DEGLER LN CHANHASSEN, MN 55317- LAKSHMI JYOTSNA AKUTHOTA 1443 BETHESDA CIR CHANHASSEN, MN 55317- LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331-9628 MANDEEP S VIRK 9190 RIVER ROCK DR N CHANHASSEN, MN 55317-4758 MARC GILLITZER 1461 DEGLER CIR CHANHASSEN, MN 55317-4750 MARCO RASGATTINO 9141 RIVER ROCK DR N CHANHASSEN, MN 55317-4758 MATTHEW M KISTNER 1465 MILLS DR CHANHASSEN, MN 55317- MICHAEL SERWA 9121 RIVER ROCK DR N CHANHASSEN, MN 55317- MYTHILI KARUPPUSAMY 1431 BETHESDA CIR CHANHASSEN, MN 55317- NATHAN HANSON 9021 RIVER ROCK DR N CHANHASSEN, MN 55317- 71 NICHOLAS J KOSHENINA 9102 RIVER ROCK DR N CHANHASSEN, MN 55317- NILESH C SUTHAR 211 MABLEY PL CARY, NC 27519- NIRMAL KHAREL 640 FUNSTON AVE SAN FRANCISCO, CA 94118- PATRICK T MACY TRUST 1472 MILLS DR CHANHASSEN, MN 55317- PRESERVE @ BLF CRK HM OWN ASSN 1801 AMERICAN BLVD E STE 21 BLOOMINGTON, MN 55425- PRESERVE @ BLF CRK HOMEOWNERS 4672 SLATER RD EAGAN, MN 55122-2362 RAJEEV HOSUR 9082 RIVER ROCK DR N CHANHASSEN, MN 55317- ROBERT DIRKS 9064 DEGLER LN CHANHASSEN, MN 55317-4836 RONALD W & CAROL M ENTINGER 8851 AUDUBON RD CHANHASSEN, MN 55317-9407 ROSE LYNDA PYKA 9011 RIVER ROCK DR N CHANHASSEN, MN 55317- RYAN T MCCORMICK 1475 MILLS DR CHANHASSEN, MN 55317-4811 SOMASUNDARAM KRISHNAMURTHY 9031 RIVER ROCK DR N CHANHASSEN, MN 55317- SREENIVAS SAMPAT 9061 RIVER ROCK DR N CHANHASSEN, MN 55317-4845 SUDHAKAR JAGARKAL 9101 RIVER ROCK DR N CHANHASSEN, MN 55317- SUDIP SHERCHAN 9054 DEGLER LN CHANHASSEN, MN 55317- SUMAN K THAPA 1462 MILLS DR CHANHASSEN, MN 55317-4811 SWATHI BACHU 9074 DEGLER LN CHANHASSEN, MN 55317-2701 THE BOBERTZ LIVING TRUST 2401 HUNTER DR CHANHASSEN, MN 55317- THE PRESERVE AT BLUFF CREEK HOMEOWNERS A 8100 OLD CEDAR AVE S STE 300 MINNEAPOLIS, MN 55425- THE PRESERVE AT BLUFF CREEK HOMEOWNERS A 7300 METRO BLVD STE 300 MINNEAPOLIS, MN 55439- TIMOTHY C BOYCE 8941 AUDUBON RD CHANHASSEN, MN 55317-8412 TODD DAVID MICHELS 5385 ROBINWOOD CT VICTORIA, MN 55318- TUSHAR BAPAT 9052 RIVER ROCK DR N CHANHASSEN, MN 55317- VANSANTHA AYYALU 9062 RIVER ROCK DR N CHANHASSEN, MN 55317- VARA PRASAD KUNTLA VEERA VENKATA SATYA 9042 RIVER ROCK DR CHANHASSEN, MN 55317- VARUN PARVATANENI 9131 RIVER ROCK DR N CHANHASSEN, MN 55317-4758 WENDY M GALL 1445 MILLS DR CHANHASSEN, MN 55317-4811 WILLIAM I HAMILTON 18160 COLE CT EDEN PRAIRIE, MN 55347- WILLIAM STAGGS 1480 PEMBROKE PASS CHANHASSEN, MN 55317- ZACHARY JEROME PLEISS 1419 BETHESDA CIR CHANHASSEN, MN 55317- ZACHARY NELSON 1435 BETHESDA CIR CHANHASSEN, MN 55317- 72 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. 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 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. «Tax_name» «Tax_add_l1» «Tax_add_l2» 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. 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 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. «Next Record»«Tax_name» «Tax_add_l1» «Tax_add_l2» Subject Parcel Subject Parcel 73 Notice of Public Hearing: Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 17, 2024 at 6:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Proposal: Consider request to adjust property lines within Avienda Townhomes Plat through a revised Preliminary Plat, Final Plat, and Site Plan; The project is proposed to be replatted so individual lots are larger so venting of the homes adheres with mechanical building code. No other changes are proposed with the revised Plat Applicant: Charles Cudd Company Owner: Level 7 Development Property Location: Avienda Townhomes A location map is on the reverse side of this notice. What Happens at the Meeting: 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 for the project. 3. Comments are received from the public. 4. Public hearing is closed and the Planning Commission discusses the project. Questions & Comments: To view project documents before the meeting, please visit the city’s proposed development webpage at: www.chanhassenmn.gov/proposeddevelopments. If you wish to talk to someone about this project, please contact Eric Maass by email at emaass@chanhassenmn.gov or by phone at 952- 227-1139. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online on the city’s Agendas & Minutes webpage the Thursday prior to the Planning Commission meeting. Sign up to receive email updates about this or other projects. Go to https://www.chanhassenmn.gov/i-want-to/subscribe City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments, Variances, Appeals, 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 stan dard. 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 something to be included in the report, please contact the Planning Staff person named on the notification. Notice of Public Hearing: Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 17, 2024 at 6:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Proposal: Consider request to adjust property lines within Avienda Townhomes Plat through a revised Preliminary Plat, Final Plat, and Site Plan; The project is proposed to be replatted so individual lots are larger so venting of the homes adheres with mechanical building code. No other changes are proposed with the revised Plat Applicant: Charles Cudd Company Owner: Level 7 Development Property Location: Avienda Townhomes A location map is on the reverse side of this notice. What Happens at the Meeting: 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 for the project. 3. Comments are received from the public. 4. Public hearing is closed and the Planning Commission discusses the project. Questions & Comments: To view project documents before the meeting, please visit the city’s proposed development webpage at: www.chanhassenmn.gov/proposeddevelopments. If you wish to talk to someone about this project, please contact Eric Maass by email at emaass@chanhassenmn.gov or by phone at 952- 227-1139. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online on the city’s Agendas & Minutes webpage the Thursday prior to the Planning Commission meeting. Sign up to receive email updates about this or other projects. Go to https://www.chanhassenmn.gov/i-want-to/subscribe City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments, Variances, Appeals, 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 stan dard. 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 something to be included in the report, please contact the Planning Staff person named on the notification. 74 AFFIDAVIT OF PUBLICATION STATE OF MTNNESOTA ) COUNTY OF HENNEPIN ss I do solemly swear that the notice, as per the proof, was published in the edition of the SS Mtka-Excelsior-Eden Prairie with the known office of issue being located in the county of: HENNEPIN with additional circulation in the counties oi HENNEPIN and has full knowledge of the facts stated below: (A) The newspaper has complied with all of the requirements constituting qualifica- tion as a qualified newspaper as provided by Minn. Stat. $331A.02. (B) This Public Notice was printed and pub- lished in said newspaper(s) once each week, for I successive week(s); the first insertion being on 0910512024 and the last insertion being on 0910512024. MORI]GAGE FORECLOSURE NOTICES Pursuant to Minnesota Stat. $580.033 relating to the publication of mortgage foreclosure notices: The newspaper complies with the conditions described in $580.033, subd. l, clause (l) or (2). If the newspaper's known ollice of issue is located in a county adjoining the county where the mortgaged premises or some part of the mortgaged premises described in the notice are located, a substantial portion of the newspaper's circulation is in the latter Designated Subscribed and sworn to or affrrmed before me on0910512024 Notary Public Rate lnformation: (l) Lowest classified rate paid by commercial users for comparable space: $999.99 per column inch CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PI.ANNING cAsE NO. 2024-17 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commis- sion will hold a public hearing on Tuesday, September '17, 2024 al 6:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 MaF ket Blvd. The purpose of this hear- ing is to consider a request to ad- just some property lines within the Avienda Townhomes Plat through a revised Preliminary Plat, Final Plat, and Site Plan. The townhomes proiect is proposed to be r€plat- ted so that individual lots would be larger so that venting of the homes adhercs with mechanical building code. No other changes are pro- posed with the rcvisod Plat. Prop- erty Owner: Level 7 Development Applicant: Charles Cudd Company. Project documents for this request are available for public review on th6 city's website at www.chanhassenmn.gov/ proposeddevelopments on the Avienda page or at City Hall during regular business hours, All interested persons are invited to att€nd this public hearing and exprcss their opinions with respect to this proposal. Eric Maass Community Development Director Email: emaass@chanhassenmn. gov Phone: 952-227-1 139 Published in the Sun Sailor September 5, 2024 141826s By: ffi Oarlene Marie MacPherson Notary Public Minnesota My Commission Expires 1/31/2029 Ad ID 1418263 75 Planning Commission Item September 17, 2024 Item Hope House Conditional Use Permit and Site Plan Review (Planning Case #24- 16) File No.24-16 Item No: B.2 Agenda Section PUBLIC HEARINGS Prepared By Rachel Jeske, Planner Applicant Open Hands Foundation Present Zoning Rural Residential District (RR) Land Use Residential Low Density Acerage 1.06 Density Applicable Regulations Chapter 20, Division 20-IV-2, Conditional Use Permits. Chapter 20, Division 20-IV-3, Section 20-261 Group Homes Chapter 20, Article 20-XI, “RR” Rural Residential District SUGGESTED ACTION Proposed Motion: "The Chanhassen Planning Commission recommends the City Council approves the Conditional Use Permit with the conditions as presented and the site plan for the construction of a group home with a capacity of 8 persons located at 3010 W 78th Street, Excelsior, MN and adopts the attached Findings of Fact and decision." SUMMARY The applicant is requesting a Conditional Use Permit and site plan approval for a group home with a 76 capacity of up to 8 persons. This proposal encompasses a 5,100 square foot addition to an existing 2,800 square foot group home. BACKGROUND DISCUSSION RECOMMENDATION Staff recommends the approval of the conditional use permit and site plan. ATTACHMENTS Land Use Application Plan Set Architectural Plans Staff Report Findings of Fact Affidavit of Mailing 24-16 Affidavit of Publication 24-16 77 COMMUNITY DEVELOPMENT OEPARTMENT Planning Division - 7700 [ilarket Boulevard Mailing Address - P.O. Box 147, Chanhassen, IvlN 55317 Phone: (952) 227410A / Fax: (952) 227-1110 17 July 2024 PC Date *crTYorcttmttAssrlt APPLICATION FOR DEVELOPMENT REVIEW CC Date Section 1: Application Type (check all that apply) ! Comprehensive Plan Amendment.... . ......... ..... $600 E Conditional Use Permit (CUP) n Single-Family Residence .. .. ..................$325E nlt otners .... $po- E lnterim Use Permit (lUP) ! ln conjunction with Single-Family Residence . $325 L_l All Others. .. .. .. .... .. . S5OO E Rezoning (REZ) Planned Unit Development (PUD) . Minor Amendment to existing PUD All Others...... E Subdivision (SUB) X Create 3 lots or less ........... S50O! create over 3 lots... ...................$1000 + $15 per lo(_ lots) ! Metes & Bounds (2 lots)..... ..... .......... ...$300E Consolidate Lots ............................................. $1SO! Administrative Subd. (Line Adjustment).......... g 1 50n Final Plat + $15 per tot.................. . . $700..(lncludes $450 escrow for attorney costs) 'Additional escrow may be lequired for other applications through the development conkact. D Vacation of Easements/Righlof-way (VAC)........ $300 (Additional recording fees may apply) ! Variance (VAR) ........ ... .... .. E Wetland Alteration Permit (WAP) n Srngle-Family Residence. . ........ ! Att otners. ........ E Rppeat of Adminrstrahve Decrsron....... n Zoning Ordinance Amendment (ZOA) trTn $750 $ 100 $500 E Sign Plan Review. ...... n S(e Ptan Review (SPR) E Administrative. ....... 7 Commercial/lndustrialDistricts-.... ...... $5€O-- Plus $10 per 1 000 square feet of building area 1)c (_ thousand square feet)*lnclude number of el]slEq employees $150 $100 $200 $1s0 s275 $200 $s00'lnclude number of lgg employeestr Resrdential Dtstncts $500 Plus $5 per dwelling unit (_ units) AqIE: Whed multiple applications are processed concurrendy, the awropiate fee shall be charged for each application. I Property Owners' LaSt within 500' lctty to generate after pre-apptication meeting) ................. . .. ... $3 per address(_ addresses) n lgzow for Recordrng Documents (check all that apply)........... . . -.......................... $ per document< Conditionat Use-permit sio' : rriurin1 i1;:"#;,t $;o _ Site iian Asreement - $85 - Wetland Alteration Permit - $50 - Easements ( easements) 985 - Vacation - $85 - Variance - S5O - Metes & Bounds Sub (2 deeds) $250 - Deeds - $100 TOTAL FEE: I ui 3010 W 78th St., Excelsior, MN 55331 Section 2: Required lnfoamation Property Address or Location Parcet #. 250093200 1.08 Legal Description Thai P/o Nwl A SWr /4-16.23 DESC AS Comm ai SW com o' NW1/4 SW1/4 Tti N89.E Total Acreage: Present Zoning Wetlands Present?EvesEno Requested Zon ingRural Residentral Present Land Use Designation Rural Residential Res Low Density Requested Land Use Designation Res Low Density Existing Use of Property Hope House-Teen shelter Submrttal Date 60-Day Rev@w Date (Refer to lhe appropnate Application CheckJist for required submittal informatton that must accofipany this application) Description of Proposal: E Check box if separate narrative is attached. 78 Section 3: Property Owner and Applicant lnformation APPLICANT OTHER THAN PROPERTY OWNER: ln signing this application, l, as applicant, represent to have obtained authorizatron from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. lf this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to flle the application. This application should be processed in my name and lam the party whom the City should contact regarding any matter pertaining to this application. lwill keep myself informed of the deadlines for submission of material and the progress ofthis application. I further understand that additional fees may be charged for consulting fees, feasibilaty studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. 1"r" Open Hands Foundation Contact: Fodney Provart, Executive Director Address: 3 121 Westvvood Drive Phone (952) 224-7458 City/State/Zip Excelsior, MN 55331 6s11 (612) 799-0790 Email: Signat rodn @prov net Fax ure oate l A^r^s+ ?b2+ 0 PROPERTY OWN ; ln signing this application l, as property owner, have full legal capacity to, and hereby do, authorize the flling of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadiines for submisslon 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 estamate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. 1,1r,n" Westwood Community Church Contact Phone: Gerald Barnaby, Westwood Board Chair Address: 3121 Westvvood Drive City/State/Zip Excelsior, MN 55331 Cell Fax. Date (612)708-0537 s.r11 barnabyjk@yahoo.com Signature PROJECT ENGINEER (if applicable) Name Westwood Professional Services 6on,r", David Bade py.tons. 9521697-5724Address 12701 Whitewater Drive, Suite 300 City/State/Zip Minnetonka, MN 55343 ar",, david. bade @ westwoodps. com Who should receive copies of staff reports? ! Property Owner Emarl_ .Other Contact lnformation: Name Jim Theis E Applicant I EngineerE otner Emailrod.provart@openhandsfoundation.com AddfeSS: 3121 WestwoodDnve Email david.bade@westwoodps com Email jim.theis@westwoodcc.org INSTRUCTIONS TO APPLICANT: Com plete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. 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, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements. 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 Section 4: Notification lnformation July 11 ,2O24 Cell: Fax: City/Statei Zip: Excereor MN 55331 Email Im.theis@westwoodcc.org 79 CITY OF CHANHASSEN APPLICATION FOR DEVELOPMENT REVIE\I\' Narrative for Conditional Use Permit JulY 17 ,2O24 project Description: We propose to build a nine-bedroom addition to our existing teen crisis shelter, known as Hope House, which is dedlcated to providing a safe and healing environment for youth in crisis. The planned addition will be a three-level structure encompassing 5,-100 square feet. This expanslon is essential to meet the growing needs of our community and enhance our ability to serve vulnerable teens and their families. Purpose and Benefits: 1. lncreased Capacity: The new addition will double the number of bedrooms available in our crisis shelter. This increase is critical as we frequently reach full capacity, resulting in the inability to accommodate all teens in need of immediate shelter and support' 2. Acces;ibility lmprovements: The addition wlll include an accessible bedroom and bathroom on the ground floor, ensuring that our facilities are inclusive and can accommodate youth with disabilities or mobility challenges 3. Confrdential Counseling Spaces: The expansion will provide additional spaces specifrcally designed for confidential intakes and counseling sessions. These spaces are vital for cond"ucting sensitive and private conversations with youth, parents, and families, fostering a supportive and therapeutic environment. Design and Safety Considerations:.- Healing Environment: The design of the new addition emphasizes a healing and safe utro.Ih.r", with attention to cieatlng spaces that promote mental well-being and physical security for all residents. . Compliance with Regulations: The project will comply with all relevant building co-des, state licensing, and safetylegulations to ensure the well-being of our residents and staff . Commu-nity lntegraiion: The architectural design will be in harmony wlth Westwood Community Chuich and the surrounding neighborhoods, maintaining the aesthetic integrity of the area. community lmpact: The expanded facility will enable us to better address the urgent needs of our community by providing more comprehensive support services for at-risk youth. This expansion will not only offeiimmediaii shelter bui also enhance our capacity to deliver crucia_l counseling and family iupport services, ultimately contributing to the overall well-being and safety of our community. conclusion: The proposed addition to Hope House is a necessary and thoughtfully planned project that wlll significantly benefit the youth in our community. By doubling our capacity, improving accessibility, and providing dediiated counseling spaces, we will be better equipped to offer the vital services thit help'our youih heal and thrive. We iespectfully request the city's support and approval of this zoning application to allow us to proceed with this critical expansion' 80 APPLICATION FOR DEVELOPMENT REVIEW Submittal Date PC Date CC Date 60-Day Review Date (Refer to the appropriale Application Checklist for required submitlal infomation that must accompany this applbatton) fl Comprehensive Plan Amendment......................... $700 D Subdivision (SUB) n Plat 3 lots or lessE Conditional Use Permit (CUP) n ptat over 3 1ots....... ...............E Single-Famity Residence . .. ............ $400 n Metes & Bounds (2 tots)........................E Alt Others...... . .... ... . ....$600 3 Consotidate t_ots.. ................ E tnterim use Permit (tuP) = l1i,'it]:"t'" subd (Line Adjustment) ! ln conjunchon with Srngle-Famrly Residence.. $400 L-l Flnal Plat' ' ' E Att Others...... .... ............................ $600 E Vacation of Easements/Rightof_way (VAC) E Rezoning (REz) (Additional recording fees mav applv) fl Planned Unit Development (PUD) .................. $750 E Variance (VAR) ....... E Minor Amendment to existing PUD................. $100 E All Others...... .. . ..... . ........ $600 n wetland Alteration Permit (WAP) ! Srngle-Famrly Residence.................... .. E Sign Plan Review.................... . . ...... ... .. ............ $150 ! All Others...... n Site ptan Review (SPR) E Rppeat of Administrative Decision ............... n Administrative ... .....................$100 E Residential/Commercial/lndustrlal Diskicts.. $750" n Zoning Ordinance Amendment (ZOA)......... gLE: When fiultiple applications arc processed concunently, lhe appropiate fee sha be charged for each application COMMUNITY DEVELOPMENT DEPARTMENT Planning Division - 7700 l\4arket Boulevard lvlailing Address - P O. Box 147, Chanhassen, MN 55317 Phone (952) 227-1100 lFaxr (952) 227-1110 E Notification Sign (city to instal and remove) ! Escrow for Recording Documents (checkall thatapply)........... E Conditional Use Permit - $50 n lnterim Use Permit - $50 ! Wettano Alteration Permit - $50 [ Easements (- easements) - $85 E Variance - $50 tr Metes & Bounds Sub (2 deeds) - $250 *lncludes $450 escrow for attorney costs. '.Additional escrow may be required for other applacations through the development contract *crTYorcttAttttAssn{ s500 $1250 $300 $150 $150 $700- $ 300 $200 $150 $275 $200 $500 $200 .... $ per document Erefte+ta1-cgreernerTt-:S83- n Vacation - $85 Tl Deeds - $ 100 TorAL ree: $1,685 00 f,|tooo c'o Section 1: Application Type (check all that apply) Section 2: Required lnformation Description of Proposal 3010 W 78th Street Excelsior, MN 55331Property Address or Location Parcet # 250093200 Legal Description TWP 116, RNG 023, SEC 09 Total Acreage: Present Zoning 1.08 Wetlands Present?n Yes E tlo Requested zoningRural Residential Rural Residential Res Low Density Requested Land Use Designation Res Low Density Existing Use of Property Hope House - Emerqency housinq shelter & counselinq for teens E Check box if separate narrative is attached Present Land Use Designation: 81 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS WEST 78TH ST.TANADOONA DR.T R U N K H I G HW A Y N O . 4 1AB0RETUM BLVDN:\0032076.00\DWG\CIVIL\0032076CV.DWG HOPE HOUSE EXPANSION © 2024 Westwood Professional Services, Inc.SHEET INDEXPRELIMINARY DOCUMENTSWESTWOOD COMMUNITY CHURCH -HOPE HOUSE EXPANSIONEXCELSIOR, MNPREPARED FOR:WESTWOOD CHURCH3121 WESTWOOD DRIVEEXCELSIOR, MN 55331CONTACT: JIM THEISPHONE: 612-618-1727EMAIL: JIM.THEIS@WESTWOODCC.ORGSITEVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.....................FORFOREXISTING CONDITIONS, REMOVALS, SITE,GRADING, EROSION CONTROL, UTILITIES,TREE PRESERVATION AND LANDSCAPEPREPARED BY:PROJECT NUMBER: 0032076.00CONTACT: DAVID BADEPhone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free PRELIMINARY DOCUMENTSWESTWOOD COMMUNITY CHURCH -HOPE HOUSE EXPANSIONEXCELSIOR, MNFORFOREXISTING CONDITIONS, REMOVALS, SITE, GRADING,EROSION CONTROL, UTILITIES, TREE PRESERVATIONAND LANDSCAPEINITIAL SUBMITTAL DATE: 08/29/2024SHEET: C001 OF 11PROJECT NUMBER: 0032076.00Sheet List TableSheet NumberSheet TitleC001CoverC100Existing Conditions and Removal PlanC200Site and Paving PlanC300Grading and Erosion Control PlanC400SWPPP NarrativeC401SWPPP Notes & MapsC500Utility PlanC600DetailsL100Landscape PlanL101Landscape Notes + Details82 WEST 78TH STREET225.90S89°30'55"E190.71N00°25'05"W 17.74 N00°14'16"W 20.60N89°14'53"E90.50N00°25'05"W 248.27S89°22'56"E300.01 N00°44'38"W 1010100610081014 10141010100810121014100610061008100810101008101210141016101810041010100410061008101210141 0 1 6 9901000986988992994996998100210041006 1010100810121004100610001002100410061008 101010081000 9949969981002 100 0 1010 100 2 1004 1006 100 8 1012 101410101008101210141016MAILE8970UELBXSSPUGPUGPUGPUGPUGPUGPUGSANSANSANSAN SANSANSANSANSANSANPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGSTO STO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWATREMOVE BITUMINOUS DRIVEREMOVE WOODEN BUILDINGREMOVE WOODEN DECKREMOVECONCRETE PADREMOVE SEPTIC FIELDEXISTINGBUILDING737873797380738173827383738473857386738773887389739073917392739373947395739673977398739974007401740274037404740574067407740874097410741174127413741474157416741774187419742074217422742374247425742674277428742974307431743274337434743574367437743874397440744174427443744474451.08 ACRES FROM EXISTING TOPROPOSED PROPERTY AREAEXISTING PROPERTY AREA1.06 ACRESPROPOSED PROPERTY AREA2.14 ACRESSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0032076.00\DWG\CIVIL\0032076EX01.DWG 08/29/2024HOPE HOUSE EXPANSIONC100 EXCELSIOR, MN HOPE HOUSE EXPANSION EXISTING CONDITIONS AND REMOVAL PLAN 4040908/29/2024 DAVID BADE 3121 WESTWOOD DRIVE EXCELSIOR, MN 55331 WESTWOOD CHURCH EJK GAB EJK/DJW 08/29/2024PRELIMINARY DOCUMENTS© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0032076.00PROPERTY LINE\\\\\\CURB & GUTTERSAW CUT PAVEMENTSANSANITARY SEWERWATWATER MAINSTOSTORM SEWERCONCRETEBITUMINOUSBUILDINGTREELIGHT POLETRAFFIC SIGNEXISTINGPROPOSEDSANWATSTOCONSTRUCTION BARRICADEWATHYDRANTWATGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETUGPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVRETAINING WALLFENCEXSOIL BORING LOCATIONSB-19TREE LINEXEXISTINGREMOVALS\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\REMOVAL LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES ASSHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TOEXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSEDIMPROVEMENTS AND FIELD VERIFY CONDITION OF EXISTINGAPPURTENANCES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FORPROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH AS FENCES, SIGNS,IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION.3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURESREQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITEREMOVALS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITYPROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIESAFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS AND FEES ARETHE RESPONSIBILITY OF THE CONTRACTOR.REMOVAL NOTESSSX*XXX1VERIFY EXISTING SANITARY/SEPTIC LINE LOCATION DEPTH AND CONDITION.DOCUMENT WITH MEASUREMENTS AND PICTURES2VERIFY EXISTING WELL LOCATION AND DOCUMENT.3REMOVE EXISTING TREES AND SHRUBS AS REQUIRED FOR NEW SITE, GRADING, DRAINAGE, AND UTILITIES.4VERIFY NEW LOCATION FOR SANITARY SEWER SERVICE AND PROVIDE DESIGN/BUILD INFORMATION TO ENGINEER AND ARCHITECT.5VERIFY NEW LOCATION OF GAS SERVICE AND METER.SITE KEYNOTES1234512333333345TREE INVENTORY83 WEST 78TH STREET225.90S89°30'55"E190.71N00°25'05"W 17.74 N00°14'16"W 20.60N89°14'53"E90.50N00°25'05"W 248.27S89°22'56"E300.01 N00°44'38"WMAILPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGSTO STO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWAT12'32'12'32'56'18'22'18'R5'R5'22'10'24'R80'R80'42' R 6 0 ' R 2 0 'R80'R30'R15'R15'22'14' (TYP)14' (TYP)18' (TYP)9' (TYP)PROPOSEDBUILDING 1696 SFFFE =1014EXISTINGBUILDING 1407 SFFFE =1014PROPOSEDREC ZONE 2,500 SFPROPOSEDGAZEBO 324 SF782319199' (TYP)31' 28'850'50'18'18'R8'11'5'1.08 ACRES FROM EXISTING TOPROPOSED PROPERTY AREAEXISTING PROPERTY AREA1.06 ACRESPROPOSED PROPERTY AREA2.14 ACRESSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0032076.00\DWG\CIVIL\0032076SP01.DWG 08/29/2024HOPE HOUSE EXPANSIONC200 EXCELSIOR, MN HOPE HOUSE EXPANSIONSITE AND PAVING PLAN 4040908/29/2024 DAVID BADE 3121 WESTWOOD DRIVE EXCELSIOR, MN 55331 WESTWOOD CHURCH EJK GAB EJK/DJW 08/29/2024PRELIMINARY DOCUMENTS© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0032076.001.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONALSERVICES, INC.2.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.3.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.4.ALL DIMENSIONS ARE TO EDGE OF BITUMINOUS OR EXTERIOR FACE OF BUILDING UNLESSOTHERWISE NOTED.5.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.7.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.GENERAL SITE NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGENDT1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHALL BE NOTIFIED IMMEDIATELY.2.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED.3.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.4.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.5.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & UNLESS OTHERWISENOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE.PAVING NOTES·PROPOSED ZONING:R-2, Church-Other Residence·PARCEL DESCRIPTION:LOT 3010 - 250093200·EXISTING PROPERTY AREA:47,045 SF (1.08 AC)·PROPOSED PROPERTY AREA:93,218 SF (2.14 AC)·EXISTING IMPERVIOUS SURFACE:15,705 SF (33.8%)·PROPOSED IMPERVIOUS SURFACE:23,591 SF (25.3%)·BUILDING GROSS SIZE:3,099 SFBUILDING SETBACK PER CODE:35'- FRONT30'- REAR15'- SIDE·PARKING SPACE/DRIVE AISLE:9' WIDE X 18' LONG, 24' AISLE·PARKING RATIO REQUIREMENTCITY OF EXCELSIORHOUSE:1 SPACE / 300 SF OF BLDGHOUSE (3,009/300)10.33 SPACESTOTAL SPACES REQUIRED:11 SPACES·PARKING PROVIDED:13 SPACESSITE DEVELOPMENT SUMMARY7DRIVEWAY ENTRANCE8PRIVATE CONCRETE SIDEWALK19PAVEMENT SECTIONS23CONSTRUCTION JOINT1SITE DETAILS (SI-0XX)51234567891211101384 PROPOSEDBUILDING 1696 SFFFE =1014EXISTINGBUILDING 1407 SFFFE =10142.0% 2.0%2.0%2.0% 2.0%1.1%2.0%2.0%2.3%2.3%2.0%12.7613.1012.8012.0012.3711.5010.6510.8010.4813.0012.5011.7512.2511.9113.0014.0012.321.5%1.5%13.6213.8313.5213.80101010081009101110121013101 4101010091011101213.8313.7013.472.0%2.0%2.2%2.0%2.0%12.179.509.228.608.329.659.3710.2011.6711.2911.8311.899.796.307.027.3010.0310.4013.6013.3213.6313.3013.8513.002.3%2.0%2.0%SFSFSFSFSFSFSFSFSF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF S F S FSFSFSFSFSFSFSFSFSFSF PROPOSEDREC ZONE 2,500 SF2.0%2.0%3:1 3:1 3:11005101010061007100810093:1 NWLNWLN W L NWLNWLNWLNWLNWLNWLHWLHWLHWL HWL HWLHWLHWLHWLHWLHWL HWLNWLNWLNWLNWLNWLNWLNWL NWL HWLHWLHWLHWLHWLHWLHWLHWL HWLHWL 10.0810.2811.551005 10021003100410061007100810091.5%PROPOSEDGAZEBO 324 SF1 0 1 0 10101010101010071008 1009100910091011101110111011101210121013101310141014WEST 78TH STREET1010100610081014 10141010100810121014100610061008100810101008101210141016101810041010100410061008101210141 0 1 6 9901000986988992994996998100210041006 1010100810121004100610001002100410061008 101010081000 9969981002 100 0 1010 100 2 1004 1006 100 8 1012 101410101008101210141016MAILE8970UELBXPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGSTO STO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWATROCK CONSTRUCTION ENTRANCE3:11.0%3.7%2.4%2.0%4.9%2.0%SILT FENCE (TYP)1.08 ACRES FROM EXISTING TOPROPOSED PROPERTY AREAEXISTING PROPERTY AREA1.06 ACRESPROPOSED PROPERTY AREA2.14 ACRESSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0032076.00\DWG\CIVIL\0032076GD01.DWG 08/29/2024HOPE HOUSE EXPANSIONC300 EXCELSIOR, MN HOPE HOUSE EXPANSION GRADING AND EROSION CONTROL PLAN 4040908/29/2024 DAVID BADE 3121 WESTWOOD DRIVE EXCELSIOR, MN 55331 WESTWOOD CHURCH EJK GAB EJK/DJW 08/29/2024PRELIMINARY DOCUMENTS© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0032076.001.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLANARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONSPRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONSOF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDINGDIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS ANDNUMBER OF DOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BYTHE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESEAREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLANFOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROLDEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TOCONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORMTO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE ASMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARESHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINEUNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE.9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADINGAND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOILMATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSEDPROFESSIONAL ENGINEER.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BEREQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, INEACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THEINDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTEDAS SPECIFIED HEREIN.14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BECOMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BECOMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD ASOUTLINED IN MNDOT 2105.3F2.16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICALENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BECOMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THEGEOTECHNICAL ENGINEER.GRADING NOTESPROPERTY LINESILT FENCEPOND NORMAL WATER LEVELROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEMERGENCY OVERFLOWSOIL BORING LOCATIONSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOURRETAINING WALLSFGRADING LIMITSCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)TURF REINFORCEMENT MATGRADING & EROSION CONTROL LEGENDSTOWATSANGLSB-19SB-19E.O.F.HEAVY DUTY SILT FENCEHDSFREDUNDANT SILT CONTROLRSC98298098298085 SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0032076.00\DWG\CIVIL\0032076SW01.DWG 08/29/2024HOPE HOUSE EXPANSIONC400 EXCELSIOR, MN HOPE HOUSE EXPANSIONSWPPP NARRATIVE 4040908/29/2024 DAVID BADE 3121 WESTWOOD DRIVE EXCELSIOR, MN 55331 WESTWOOD CHURCH EJK GAB EJK/DJW 08/29/2024PRELIMINARY DOCUMENTS© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com. . . . . . . . . . ### ## or ##PROJECT NUMBER: 0032076.00SWPPP NARRATIVETHE SWPPP IS PREPARED IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REGULATIONS AS ESTABLISHED BYTHE CLEAN WATER ACT. THE MINNESOTA POLLUTION CONTROL AGENCY'S CONSTRUCTION GENERAL PERMIT MN R100001 (CSGP) (EXPIRATION DATE:JULY 31, 2028) PROVIDES A FRAME WORK OF REQUIREMENTS FOR COMPLIANCE TO DISCHARGE STORMWATER FROM A CONSTRUCTION SITE.THE SWPPP IS FOR IMPLEMENTATION BY THE OWNER AND OPERATOR, AS LISTED BELOW, AT HOPE HOUSE. THIS REPORT SHALL BE ON THE SITE AT ALLTIMES DURING CONSTRUCTION. THE OWNER MUST ALSO KEEP THIS SWPPP ON FILE FOR THREE YEARS AFTER SUBMITTAL OF THE NOTICE OFTERMINATION. THE FOLLOWING ARE OUTLINED IN THIS SWPPP:- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURING CONSTRUCTION- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTION- SOURCES OF STORMWATER AND NON-STORMWATER POLLUTION- INSPECTION AND MAINTENANCE PROCEDURESTHE GRADING AND EROSION CONTROL PLAN PREPARED FOR HOPE HOUSE SHALL BE CONSIDERED PART OF THE SWPPP.PROJECT LOCATIONTHIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR HOPE HOUSE IN EXCELSIOR, MN. THE SITE IS LOCATED IN THETHE NORTHWEST INTERSECTION OF WEST 78TH STREET AND HAZELTINE BLVD, SOUTHEAST OF THE WESTWOOD COMMUNITY CHURCH .PROJECT CONTACT INFORMATIONOWNER/DEVELOPER:CONTRACTOR:JIM THEISTBDWESTWOOD CHURCH3121 WESTWOOD DRIVEEXCELSIOR, MN 55331621-618-1727JIM.THEIS@WESTWOODCC.ORGIDENTIFY PERSONNEL INVOLVED WITH THE PROJECT AND THEIR RELATED NECESSARY TRAINING COMMENSURATE WITH THEIR TASK PRIOR TOCOMMENCEMENT OF CONSTRUCTION ACTIVITIES.SWPPP DESIGNER:SWPPP INSPECTION:BMP INSTALLER:SHARI AHRENSTBDSEE CONTRACTORWESTWOOD PROFESSIONAL SERVICES12701 WHITEWATER DRIVE, SUITE 300MINNEAPOLIS, MN952-697-5760SHARI.AHRENS@WESTWOODPS.COMU OF M DESIGN OF CONSTRUCTION SWPPPMAY 31ST, 2024OWNER/OPERATOR RESPONSIBILITIESOWNER-DEVELOPMENT OF SWPPP PRIOR TO APPLICATION/NOI SUBMITTAL.-SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM (NOI)-COMPLIANCE WITH ALL TERMS AND CONDITIONS OF CONSTRUCTION GENERAL STORMWATER PERMIT-SWPPP SUBMITTAL FOR 30 DAY REVIEW FOR PROTECT GREATER THAN 50 ACRES & DISCHARGING TO SPECIAL/IMPAIRED WATERS WITHIN 1 MILE OFSITE DISCHARGE.-KEEPING PERMIT COVERAGE UP-TO-DATE (TRANSFER/SUBDIVISION)-SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER ALL PERMIT TERMINATION CONDITIONS AS LISTED IN SECTION 13 ARE COMPETE-SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS OF MEETING REQUIREMENTS OF FINAL STABILIZATION-IDENTIFY WHO HAS LONG TERM OPERATION AND MAINTENANCE RESPONSIBILITY OF THE PERMANENT STORMWATER SYSTEM.-DEVELOP CHAIN OF RESPONSIBILITY WITH ALL OPERATORS TO ENSURE NPDES COMPLIANCE.-IDENTIFY TRAINED PERSONNEL TO DEVELOP THE SWPPP, INSTALL AND MAINTAIN BEST MANAGEMENT PRACTICES, AND OVERSEE THE SWPPP ANDCONDUCT INSPECTIONSOPERATOR-COMPLETION OF AN ACCURATE NOI WITH THE OWNER-COMPLIANCE WITH CSGP SECTIONS 3, 4, 6-22, 24 AND ANY APPLICABLE REQUIREMENTS FOR CONSTRUCTION ACTIVITY IN SECTION 23 (MINN. R. 7090)-KEEPING THE PERMIT UP-TO-DATE WITH THE OWNER (PARTIAL, WHOLE, CONTRACTOR, BUILDER, ETC)-COMPLETE AND SIGN APPLICATIONS FOR PERMIT TRANSFER AND MODIFICATION AND NOTICE OF TERMINATION WITH OWNER AS NEEDED.PROJECT DESCRIPTIONTHE SITE IS APPROXIMATELY 2.14 ACRES. CONSTRUCTION WILL CONSIST OF, BUT IS NOT LIMITED TO: MASS GRADING OF SITE, STORM SEWER,RECONSTRUCTION OF DRIVEWAY, AND HOME COMPLEX .PROJECT AREA = 2.14 ACRESDISTURBED AREA = 1.48 ACRESEXISTING IMPERVIOUS AREA = 15,858 SFPROPOSED IMPERVIOUS AREA = 23,591 SFPRE-DEVELOPMENT SITE CONDITIONSTHE SITE WILL INCLUDE THE EXISTING SITE IS 1.08 ACRES WITH 1.06 ACRES OF THE ADJACENT LOT. THAT AREA CONTAINS A BUILDING COMPLEX, SEPTICSYSTEM, DRIVEWAY, AND PARKING LOT. FOR A TOTAL OF 0.3 ACRES OF IMPERVIOUS. THE EXISTING SITE DRAINS IN THREE DIRECTIONS. A PORTION DRAINSNORTHEAST AND NORTHWEST TO AN EXISTING WETLAND AND ANOTHER PORTION DRAINS SOUTH TO WEST 78TH STREET.SOIL TYPESTHE SITE CONTAINS MAINLY CLAY TYPE SOIL SUCH AS KILKENNY-LESTER LOAMS, AND LESTER KILKENNY COMPLEX THAT IS MODERATELY ERODED. REFERTO USDA WEB SOIL SURVEY WEBSITE DATED 08/29/2024.POST-DEVELOPMENT SITE CONDITIONTHE PROPOSED SITE WILL EXPAND TO 2.14 ACRES. SITE VEGETATION WILL CONSIST OF SOD, MULCH, AND NATIVE GRASSES AS SPECIFIED IN THELANDSCAPE PLANS. THE DRIVEWAY AND PARKING LOT WILL BE REDEVELOPED WITH AN ADDITIONAL PARKING LOT AND ROADWAY. THE NEWIMPERVIOUS AREAS WILL BE DIRECTED TO ONE OF TWO RAIN GARDENS/FILTRATION BASINS. BASIN 1 THAT WILL DISCHARGE DIRECTLY OFFSITE TO THENORTHWEST EXISTING WETLAND. BASIN 2 WILL DRAIN OFFSITE TO THE NORTHEAST EXISTING WETLAND. THE REMAINING SITE WILL DRAIN SOUTH OFWEST 78TH STREET.STORM WATER MANAGEMENT PLANTHE TEMPORARY STORMWATER MANAGEMENT PLAN WILL CONSIST OFIF FIVE OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION, TEMPORARY SEDIMENT BASINS WILL BE LOCATED AT THE PROPOSEDPERMANENT POND LOCATIONS. THESE TEMPORARY BASINS WILL BE CONVERTED INTO PERMANENT BASINS DURING FINAL GRADING CONSTRUCTION.THE BASINS SHALL BE SIZED TO PROVIDE LIVE STORAGE FOR THE VOLUME OF RUNOFF FROM A 2-YEAR 24 HOUR STORM, AND A MINIMUM 1,800 CUBICFEET PER ACRE OF DRAINAGE. SEE STORM WATER REPORT FOR DESIGN CALCULATIONS.THE PERMANENT STORM WATER MANAGEMENT PLAN WILL CONSIST OF CONSTRUCTING TWO RAIN GARDENS/FILTRATION BASINS. FILTRATION BASINSARE PROVIDED TO MEET THE CITY AND WATERSHED REQUIREMENT OF 1.1" OF VOLUME REDUCTION FROM NEW IMPERVIOUS SURFACE. THE FILTRATIONBASIN WILL BE 1.5 FEET DEEP AND WILL HAVE 1.5 FEET FILTER MEDIA TO MAINTAIN A 0.45 IN/HOUR FOR 48 HOURS OF DRAWDOWN. THE BASINS AREPROPOSED TO MEET WATER QUALITY AND RATE CONTROL REQUIREMENTS. THE CITY OF CHANHASSEN, MN WILL BE RESPONSIBLE FOR THE LONG TERMMAINTENANCE AND OPERATION OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM. DETAILED DRAINAGE AREA MAPS ARE INCLUDED IN THESTORM WATER REPORT FOR THE SITE.REFER TO THE HOPE HOUSE STORMWATER MANAGEMENT REPORT FOR MORE INFORMATION REGARDING THE PRE-DEVELOPMENT SITE CONDITIONS,POST-DEVELOPMENT SITE CONDITIONS, STORM WATER MANAGEMENT CALCULATIONS, AND DRAINAGE AREA MAPS.THE SITE STORM WATER DETENTION FACILITY WILL BE CONSTRUCTED TO MEET OR EXCEED LOCAL, STATE AND FEDERAL REQUIREMENTS.TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S ALONG WITH THE PROCEDURES TO BE USED TO ESTABLISHED ADDITIONALTEMPORARY BMP'S AS NECESSARY FOR SITE CONDITIONS DURING CONSTRUCTION ARE IDENTIFIED ON THE SITE GRADING AND EROSION CONTROL PLANPREPARED FOR THE DEVELOPMENT OF THIS PROJECT, AND WITHIN THE PROJECT STORM WATER POLLUTION PREVENTION PLAN.POTENTIAL STORM WATER POLLUTANTSPOTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SITE, ARE DESCRIBED IN THESECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATERDISCHARGES FROM THE SITE.CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE:CONSTRUCTION SEQUENCETHE INTENDED SEQUENCING OF MAJOR SITE CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1.INSTALL PERIMETER CONTROL DEVICES (SILT FENCE, BIO-LOGS, ETC.) AND INLET PROTECTION TO EXISTING STRUCTURES AS SHOWN ON PLAN.INSTALL TREE PROTECTION FENCE AS SHOWN ON PLAN.2.INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE.3.CLEAR AND GRUB SITE.4.STRIP AND STOCKPILE TOPSOIL.5.ROUGH GRADE OF SITE.6.STABILIZE DENUDED AREAS AND STOCKPILES.7.INSTALL SANITARY SEWER, WATERMAIN, STORM SEWER AND SERVICES.8.INSTALL INLET PROTECTION AROUND CATCH BASINS.9.INSTALL STREET SECTION.10.INSTALL CURB AND GUTTER.11.INSTALL PAVEMENT.12.INSTALL SMALL UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.)13.FINE GRADE BOULEVARD, LANDSCAPE AREAS, SEED AND MULCH.14.REMOVE ACCUMULATED SEDIMENT.15.FINAL GRADE.16.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD AND LANDSCAPING, REMOVE SILT FENCEAND RESEED ANY AREAS DISTURBED BY THE REMOVAL.CONSTRUCTION NOTESIT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCKPILE OF EROSION CONTROL DEVICES AND SEDIMENT CONTROL BMP'S ON SITEAT ALL TIMES FOR IMMEDIATE USAGE. IN THE EVENT OF AN ACCIDENTAL SEDIMENT DISCHARGE TO WATERS OF THE STATE, OR ANY DISCHARGE OFHAZARDOUS MATERIAL OF REPORTABLE QUANTITY, CONTACT THE MPCA STATE DUTY OFFICER AT 1-800-422-0798.TIMING OF BMP INSTALLATIONTHE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSION FROM DISTURBED SURFACES AND CAPTURESEDIMENT ON SITE. THE FOLLOWING LIST DEFINES THE TIMING OF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IN SPECIFIC AREAS.·PRIOR TO START OF CONSTRUCTIONTHE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED PRIOR TOCONSTRUCTION:1.INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND THE PERIMETER OF AREAS TO BE GRADED AND ALL AREAS WHICH ARE NOT TO BEDISTURBED AS SHOWN ON THE GRADING AND EROSION CONTROL PLAN.2.CONSTRUCT GRAVEL CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THE CONSTRUCTION PLANS.3.INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER INLETS WHICH HAVE THE POTENTIAL TO RECEIVE STORM WATER RUNOFF FROM THECONSTRUCTION SITE WITHIN 200 FEET OF LIMITS OF CONSTRUCTION.4.INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCKPILES. ALL SILT FENCES FOR STOCKPILES SHALL BEINCIDENTAL TO GRADING CONTRACT IF STOCKPILES ARE PLACED OUTSIDE OF SILT FENCES SHOWN ON THE PLAN.·DURING CONSTRUCTIONTHE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED DURINGCONSTRUCTION:1.PHASE GRADING WORK TO MINIMIZE THE DURATION THAT ANY DISTURBED SOIL IS EXPOSED.2.ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL AREAS IF NOT BEING ACTIVELYGRADED AND/OR IF NOT AT FINAL GRADE WITHIN 7 DAYS OF DISTURBANCE ACTIVITY TEMPORARILY OR PERMANENTLY CEASING. TEMPORARYTWO-YEAR CROP COVER, APPLIED AT A RATE OF 25 LBS/ACRE, SHALL BE USED PRIOR TO WINTER, IF SITE NOT SODDED.3.STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT OF 6 INCHES OF TOPSOIL OVER TURF AREAS WHEN GRADING IS COMPLETE.4.PLACE A MINIMUM OF 2 TONS/ACRE OF STRAW ON ALL AREAS AFTER REACHING FINAL GRADE WITH TOPSOIL AND ANCHOR STRAW WITH EITHERA STRAIGHT DISK, HYDROMULCH OR POLYMER.5.STABILIZATION OF TEMPORARY OR PERMANENT DRAINAGE DITCHES THAT DRAIN WATER FROM THE CONSTRUCTION SITE MUST BE INITIATEDWITHIN 24 HOURS OF CONNECTING THE DRAINAGE DITCH TO ANY CONVEYANCE SYSTEM THAT DISCHARGES TO SURFACE WATERS. THE FIRST 200LINEAR FEET MUST BE STABILIZED WITHIN 24 HOURS. THE REMAINING DITCH SHALL BE STABILIZED WITHIN 7 DAYS.6.INSTALL SILT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES WHICH ARE NOT PLACED WITHIN EXISTING SILT FENCES OR OTHERPERIMETER CONTROLS.7.TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFOREAPRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL.8.SUFFICIENT PERSONNEL, EQUIPMENT, AND MATERIALS SHALL BE MOBILIZED WITHIN 24 HOURS OF A WRITTEN ORDER BY THE OWNER OROWNER'S REPRESENTATIVE TO CONDUCT CORRECTIVE WORK AND INSTALL TEMPORARY EROSION CONTROL WORK IN THE CASE OF ANEMERGENCY.9.REMOVE ANY SEDIMENT THAT HAS BEEN TRACKED ONTO PUBLIC STREETS AT THE END OF THE DAY OR WITHIN 24 HOURS OF DETECTION, ORMORE FREQUENT AT DIRECTION OF SITE INSPECTOR.10.COLLECT ALL CONSTRUCTION DEBRIS IN DUMPSTERS AND ROLL-OFF BOXES, EMPTY WHEN DEBRIS REACHES TOP OF DUMPSTER11.INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WITHIN SECTION 11 OF THE GENERAL PERMIT.·INLET SEDIMENT CONTROL BMP REMOVALIF INLET SEDIMENT CONTROLS (WIMCO TYPE OR EQUAL) BMP'S ARE REMOVED FOR FLOODING / FREEZING CONCERNS UPON REQUEST OF THEMUNICIPALITY, WATERSHED DISTRICT OR OTHER AGENCY, DOCUMENTATION SHALL BE ATTACHED TO THE INSPECTION REPORTS AND THIS SWPPP OR BEAVAILABLE WITHIN 72 HOURS OF REQUEST. DOCUMENTATION SHALL BE A WRITTEN FORM OF CORRESPONDENCE VERIFYING THE NEED FOR REMOVAL.·UPON COMPLETION OF CONSTRUCTION ACTIVITIESPERMIT TERMINATION CONDITIONS ARE ACHIEVED FOR THE PROJECT WHEN PERMANENT EROSION CONTROL BMP'S ARE APPLIED TO THE SITE. THEPERMANENT EROSION CONTROL BMP'S MAY BE A COMBINED OF VEGETATIVE AND NON-VEGETATIVE COVER TYPES. ADDITIONAL REQUIREMENTS TOACHIEVING FINAL STABILIZATION PERMIT TERMINATION CONDITIONS INCLUDE :1.ALL SOIL DISTURBING ACTIVITY IS COMPLETED. ALL DISTURBED AREA WITHOUT PERMANENT IMPERMEABLE SURFACES ARE VEGETATED FOR FINALSTABILIZATION.2.PERMANENT STORMWATER TREATMENT SYSTEM (IF REQUIRED) IS CONSTRUCTED AND ACCUMULATED SEDIMENT HAS BEEN REMOVED FROMCONSTRUCTION ACTIVITY. CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENT BASINS THAT ARE TO BE USED ASPERMANENT WATER QUALITY MANAGEMENT BASINS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TODESIGN CAPACITY.3.THE VEGETATIVE COVER FOR THE SITE IS AT A DENSITY, WITH UNIFORM PERENNIAL COVER OF 70% OF THE EXPECTED FINAL GROWTH DENSITY.4.ALL TEMPORARY, SYNTHETIC BMP'S HAVE BEEN REMOVED.PERMANENT VEGETATION ESTABLISHMENTTHE DISTURBED AREAS WILL BE SEEDED AND MULCHED FOLLOWING MASS GRADING ACTIVITIES. ONCE HOME BUILDING HAS BEEN CONCLUDED,THE LOT WILL BE SODDED. COMMON AREAS AND OUTLOT AREAS WILL BE SEEDED WITH NATIVE SEED MIX, PER THE LANDSCAPE PLANS.PERMANENT TURF SHALL FOLLOW THE RECOMMENDATIONS PER NOTES AND SPECIFICATIONS IN THE GRADING AND/OR LANDSCAPE PLAN. SEED THAT ISTO OCCUR AFTER OCTOBER 20TH SHALL CONFORM TO THE MNDOT SPECIFICATIONS FOR DORMANT SEEDING.SWPPP INSPECTIONS AND MAINTENANCEEROSION AND SEDIMENT CONTROL INSPECTIONSCONSTRUCTION ACTIVITY AND ALL SUPPORT ACTIVITIES MUST BE INSPECTED (USING MPCA CONSTRUCTION STORMWATER INSPECTION CHECKLIST OR ANALTERNATIVE FORM) WITHIN THE PARAMETERS OF THE SCHEDULE BELOW. THE INSPECTOR SHALL BE A PERSON TRAINED AND FAMILIAR WITH THEREQUIREMENTS OF THIS SWPPPP AND THE MPCA MN R100001 PERMIT. ALTERNATES WILL INCLUDE INDIVIDUALS TO BE DESIGNATED BY THE OWNER ANDMAY INCLUDE CONTRACTOR PERSONNEL OR OTHER QUALIFIED INDIVIDUALS AND SHALL BE LISTED IN THE PROJECT CONTACT INFORMATION SECTION OFTHIS PLANINSPECTION SCHEDULE-IF THE SITE IS ACTIVE: INSPECTION NEEDED ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL GREATER THAT 0.5 INCHES.-INACTIVE AND STABILIZED AREAS: INSPECTION NEEDED ONCE EVERY 30 CALENDAR DAYS.-INACTIVE AREAS WITH FINAL STABILIZATION: INSPECTION NEEDED ONCE EVERY MONTH FOR 12 MONTHS (NOT INCLUDING FROZEN CONDITIONS).-SUBJECT TO WINTER/FROZEN CONDITIONS: NOT APPLICABLE/NOT NEEDED IF NO CONSTRUCTION ACTIVITY IS OCCURRING.SCOPE OF INSPECTION SHALL INCLUDE:1.RECORD DATE AND TIME OF INSPECTION2.NAME OF PERSON(S) CONDUCTING INSPECTION3.FINDINGS OF THE INSPECTION4.LOCATION AND CORRECTIVE ACTIONS NEEDED5.CORRECTIVE ACTIONS TAKEN (DATE.TIME/BY WHOM)6.DATE AND AMOUNT OF RAINFALL (RAINFALL AMOUNTS TO BE TAKEN FROM AN ONSITE RAIN GAUGE)7.OBSERVED DISCHARGES LOCATIONS8.DESCRIBE DISCHARGE (COLOR, ODOR, FLOATING. SETTLED, SOLIDS, FOAM, OIL SHEEN)9.THE SITE INSPECTOR WILL VISUALLY CHECK A DISCHARGE FROM A TEMPORARY OR PERMANENT SEDIMENTATION BASIN TO ENSURE ADEQUATETREATMENT IS OBTAINED AND DISCHARGE WATER WILL NOT CONTRIBUTE EXCESSIVE SEDIMENT OR OTHER NUISANCE CONDITIONS.10.RECORD CHANGES MADE TO THE SWPPP. AMENDMENTS FROM INSPECTIONS NEED TO BE COMPLETED WITHIN 7 DAYS.11.ALL INSPECTIONS SHALL BE DOCUMENTED WITHIN 24 HOURS AFTER COMPLETING THE FIELD INSPECTION AND AVAILABLE IN PAPER ORELECTRONIC FORM ON SITE.MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICESTHE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION, MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENTBMPS AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THECONTRACTOR MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TOENSURE INTEGRITY AND EFFECTIVENESS DURING ALL ROUTINE AND POST RAINFALL EVENTS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED,OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOWACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED BELOW.THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF THE EROSION AND SEDIMENT CONTROL DEVICES REQUIRE MAINTENANCE, REPAIR, ORREPLACEMENT:1.ALL NON-FUNCTIONAL BMPS - OBSERVED CONDITION; SEDIMENT OVERTOPPING, UNDER WATER, SCOURED ENDS, UNDERMINED, DESTROYED,NON-FUNCTION AS DESIGNED, ETC. - SHALL BE MAINTAINED OR REPLACED BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY ORNOTIFICATION, OR AS SOON AS FIELD CONDITIONS ALLOW.2.PERIMETER SEDIMENT CONTROL (SILT FENCE, FIBER LOGS, BERMS, ETC.) - OBSERVED CONDITION TO BE 1/2 FULL OF SEDIMENT, FLATTENED TO 1/2HEIGHT, DRIVEN OVER, UNDERMINED, SCOURED, MOVED FOR ACCESS, ETC. - SHALL BE MAINTAINED, REPAIRED OR SUPPLEMENTATION OFPERIMETER SEDIMENT CONTROL SHOULD BE DONE BY THE END OF NEXT BUSINESS DAY OR AD FIELD CONDITIONS ALLOW.3.INLET PROTECTION BMPS, CONVEYANCES, SURFACE WATERS - OBSERVED CONDITION; SEDIMENT DEPOSITION, SEDIMENT DELTAS ANACCUMULATION OF SEDIMENT MATERIAL, DEVICES APPEAR PLUGGED WITH SEDIMENT - REMOVAL/CLEAN OUT OF ACCUMULATED SEDIMENT ANDDELTAS TO BE REMOVED WITHIN 7 DAYS, STABILIZE AS NEEDED IF SOILS ARE EXPOSED DURING REMOVAL/CLEAN OUT.4.TEMPORARY SEDIMENT BASINS AND TRAPS/PERMANENT SEDIMENT BASINS - OBSERVED TO HAVE SEDIMENT DEPOSITION AND ACCUMULATIONTO 12 OF THE STORAGE VOLUME - CLEAN OUT, REMOVE ACCUMULATED SEDIMENT MATERIAL WITHIN 7 DAYS OF OBSERVATION, OR AS FIELDCONDITIONS ALLOW ACCESS.5.SITE EXIT LOCATIONS, ROCK EXIT PADS, OTHER ANTI-TRACKING PRACTICES - OBSERVED TO HAVE ACCUMULATED SEDIMENT IN ROCK OR OTHERANTI-TRACKING BMP, TRACKING OF SEDIMENT FROM THE SITE ONTO PAVED SURFACES - TOP DRESS ROCK, MAINTAIN ROCK EXIT OR OTHERANTI-TRACKING CONTROLS, SCRAP PAVED SURFACES, SWEEP PAVED SURFACES WITHIN 1 CALENDAR DAY OF DISCOVERY.6.PAVED SURFACES AND ADJACENT STREETS - OBSERVED TO BE TRACKED WITH SEDIMENT AND SOIL MATERIAL FRO THE SITE HAULING OR ACCESS -SWEEP WITHIN 1 CALENDAR DAY OF DISCOVERY, ADDITIONAL AND/OR MORE FREQUENT SWEEPING MAY BE NEEDED TO MAINTAIN PUBLIC SAFETYOR PREVENT WASHING FROM FORECASTED RAINS.TERMINATION OF COVERAGETHE PROJECT PERMIT MAY BE TERMINATED IN ONE OF THE FOLLOWING SCENARIOS:1.ALL CONSTRUCTION ACTIVITY IS COMPLETE, TEMPORARY SYNTHETIC BMP'S ARE REMOVED, ACCUMULATED SEDIMENT FROM CONSTRUCTION ISREMOVED, AND PERMANENT COVER HAS BEEN ACHIEVED WITH VEGETATIVE AND/OR NON-VEGETATIVE COVER. THE NOTICE OF TERMINATIONFORM FROM THE PCA SHOULD BE COMPLETED WITHIN 30 DAYS OF MEETING THE CONDITIONS ABOVE. UPON MIDNIGHT OF THE POST MARKEDDATE, THE PERMIT COVERAGE IS TERMINATED UNLESS OTHERWISE NOTIFIED BY THE MPCA. OR:2.WITHIN 30 DAYS OF SELLING OR OTHERWISE LEGALLY TRANSFERRING OWNERSHIP OF THE SITE IN IT'S ENTIRETY (INCLUDING STREET SWEEPINGAND STORMWATER INFRASTRUCTURE) FROM THE ORIGINAL OWNER TO ANOTHER PARTY TAKING RESPONSIBILITY OF OWNERSHIP. THETERMINATION IS EFFECTIVE UPON MIDNIGHT OF THE SUBMISSION DATE OF THE NOT. IF A PORTION OF THE SITE IS TRANSFERRED (I.E. OUTLOTS,LOTS/BLOCKS) THAT PORTION OF THE SITE IS TERMINATED FROM THE ORIGINAL PERMIT COVERAGE AT MIDNIGHT OF THE SUBMISSION DATE. OR:3.PERMIT COVERAGE CAN BE TERMINATED IF ALL OF THE FOLLOWING ARE MET:3.a.CONSTRUCTION ACTIVITY HAS CEASED FOR 90 DAYS; AND3.b.AT LEAST 90% OF THE AREA OF THE ORIGINALLY PROPOSED ACTIVITY HAS BEEN COMPLETED AND PERMANENTLY ESTABLISHED WITHVEGETATION OR NON-VEGETATIVE COVER; AND3.c.WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED; AND3.d.THE SITE IS COMPLIANT WITH PERMIT SECTIONS 13.3 THROUGH 13.7.4.WHERE THE PROJECT OBTAINED PERMIT COVERAGE BUT NEVER STARTED CONSTRUCTION ACTIVITY DUE TO CANCELLATION OR OTHER REASONS,DOCUMENTATION SHOULD BE SENT TO THE PCA WITH THE NOT FORM AND IS SUBJECT TO PCA APPROVAL.WHEN SUBMITTING FOR NOT, GROUND OR AERIAL PHOTOGRAPHS MUST BE SUBMITTED SHOWING PERMANENT/VEGETATIVE COVER REQUIREMENTSHAVE BEEN MET.SWPPP BMP QUANTITIESSILT FENCE909 LFINLET PROTECTION2 EACHTWO-YEAR COVER CROP (25 LBS/ACRE)37 LBSSOUTHERN BLVD (160 LBS/ACRE)237 LBSSOD64469 SFMULCH (2 TONS/ACRE)2.96 TONROCK CONSTRUCTION ENTRANCE1 EACHSTREET SWEEPING1 EACHPOTENTIAL POLLUTANTLOCATIONCONTROL MEASURE ANTIFREEZEVARIOUSSECONDARY CONTAINMENT / DRIP PANDIESEL FUELVARIOUSSECONDARY CONTAINMENT / DRIP PANFERTILIZERLANDSCAPE CONTRACTORSECONDARY CONTAINMENTGASOLINE IN EQUIPMENT/FUELING AREASECONDARY CONTAINMENT / DRIP PANGLUE/ADHESIVESCONTRACTORSECONDARY CONTAINMENTHYDRAULIC OILS/FLUIDSCONTRACTORSECONDARY CONTAINMENTPAINTSCONTRACTORSECONDARY CONTAINMENTGREASECONTRACTORSECONDARY CONTAINMENT / DRIP PANSANITARY WASTEPORTABLE BATHROOMSSERVICE PROVIDER TO SECURE UNITS FROMTIPPING OVER AND MAINTAINEDSOIL AMENDMENTS VARIOUS SECONDARY CONTAINMENTLANDSCAPING MATERIALSLANDSCAPECONTRACTORCONTRACTOR RESPONSIBLECONCRETETRUCK WASHOUT WASHOUT AREACONCRETE / MORTAR MOBILE MIXERS.C. / WASHOUT AREARECEIVING WATERS WITHIN 1 MILE OF THE PROJECT SITENAMETYPEIMPAIRED (Y/N)SPECIAL (Y/N)DISTANCE/ DIRECTION FROM SITEMINNEWASHTALAKEY N.55 MILES*LAKE MINNEWASHTA IS IMPAIRED FOR FISH BIOASSESSMENTS; MERCURY IN FISH TISSUE.86 SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0032076.00\DWG\CIVIL\0032076SW01.DWG 08/29/2024HOPE HOUSE EXPANSIONC401 EXCELSIOR, MN HOPE HOUSE EXPANSIONSWPPP NOTES & MAPS 4040908/29/2024 DAVID BADE 3121 WESTWOOD DRIVE EXCELSIOR, MN 55331 WESTWOOD CHURCH EJK GAB EJK/DJW 08/29/2024PRELIMINARY DOCUMENTS© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com. . . . . . . . . . ### ## or ##PROJECT NUMBER: 0032076.00SWPPP NOTESLISTED BELOW ARE ADDITIONAL BMP'S THAT MAY BE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSIONCONTROL PLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVALFROM AN OWNER HAS BEEN GIVEN.1.IMPORTANT VEGETATION·SAFETY FENCE OR A SIMILAR METHOD OF PROTECTION SHALL BE INSTALLED TO PROTECT IMPORTANTVEGETATION AND PROHIBIT VEHICULAR TRAFFIC.·A SECONDARY SILT FENCE SHALL BE INSTALLED AT FIELD OFFICES, STORED EQUIPMENT (INCLUDING VEHICLEPARKING), CONSTRUCTION MATERIAL LOCATIONS, AND TOPSOIL OR FILL STOCKPILES INSTALLED WITHIN A 25-FOOT MINIMUM BUFFER OUTSIDE THE DRIP LINE OF TREES.2.CULVERT INLET/OUTLET PROTECTION·SOD MAY BE PLACED AND ANCHORED AT CULVERT INLETS AS SHOWN ON THE GRADING PLAN, UNLESSVELOCITIES REQUIRE RIPRAP.·AT LEAST ONE 2-FOOT WIDE STRIP OF SOD OR FIBER BLANKET SHALL BE PLACED ALONG THE EDGES OF CULVERTHEADWALLS AND WINGWALLS AS SHOWN ON THE GRADING AND/OR UTILITY PLANS.·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFORE APRON ISINSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL.3.STORM SEWER INLET PROTECTION·STORM DRAIN INLETS SHALL BE PROTECTED UNTIL THE DISTURBED AREAS THAT COULD DISCHARGE TO ANINLET HAVE BEEN STABILIZED.·INFRASAFE SEDIMENT CONTROL BARRIERS OR APPROVED EQUAL SHALL BE USED WHEN CASTINGS ARE NOT INPLACE. AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER.·INFRASAFE DEBRIS COLLECTION DEVICE OR APPROVED EQUIVALENT SHALL BE USED WHEN CASTINGS ARE INPLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER.·DOCUMENTATION IS NEEDED WITHIN 72 HOURS IF REMOVAL OF PROTECTION BMPS IS NEEDED DUE TO WINTERCONDITIONS OR FLOODING CONCERNS.4.STORM WATER POND OUTLETS·TEMPORARY OR PERMANENT ENERGY DISSIPATION MEASURES SHALL BE IN PLACE AT THE STORM WATER PONDOUTLETS WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACE WATER.·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO APRON INSTALLATION AND SHALL BE INSTALLEDUNDER THE APRON LIP.·POND EMERGENCY SPILLWAYS SHALL BE LINED BASED ON THE DESIGN DISCHARGE FLOW VELOCITY AND ASINDICATED ON GRADING AND/OR UTILITY PLANS.5.DEEP UTILITIES: WATER AND SANITARY/GAS LINE·SILT FENCE OR A SIMILAR TYPE OF PERIMETER CONTROL SHALL BE PLACED DOWN GRADIENT OF THE EXCAVATEDSOIL IF WORK IS DONE WITHIN 200 FEET OF WETLANDS OR STREAMS.·DISTURBANCE OF CHANNEL BANKS, WETLANDS, AND IMPORTANT VEGETATION AREAS SHALL BE MINIMIZED TOTHE EXTENT POSSIBLE.·THE UTILITY CONSTRUCTION SITE SHALL BE SEEDED WITH A TEMPORARY·SEED MIX AND MULCH AFTER INSTALLATION IF THE SITE WILL BE IDLE FOR 7, 14, OR 21 DAYS DEPENDING UPONSLOPES OF STEEPER THAN 3:1, 3:1 TO 10:1 AND FLATTER THAN 10:1 RESPECTIVELY.6.STOCKPILES (TEMPORARY AND PERMANENT)·LOCATE STOCKPILES A MINIMUM OF 100 FEET FROM CATCH BASIN INLETS, PONDS, AND SITE DRAINAGE ROUTES·PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES PRIOR TO INITIATIONOF STOCKPILING IF NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER SEDIMENT CONTROL.·TEMPORARY SEED AND MULCH SHALL BE USED TO STABILIZE THE STOCKPILES AND THE STOCKPILES SHALL BESHAPED TO FACILITATE SEEDING AND MINIMIZE EROSION AND SHALL BE SEEDED WITHIN 7 DAYS. TEMPORARYEROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·IF TEMPORARY SEED AND MULCH CANNOT BE USED, THEN THE STOCKPILES SHALL BE COVERED WITHHYDROMULCH, TARPS OR PLASTIC SHEETING AS APPROVED BY THE OWNER.·IF STOCKPILES MUST BE PLACED WITHIN A CONVEYANCE A TEMPORARY BYPASS SHALL BE INSTALLED (I.E. PVCPIPE) TO ADEQUATELY CONVEY RUNOFF. TEMPORARY BYPASS BMPS SHALL BE INCIDENTAL TO THE CONTRACTUNLESS PREVIOUSLY APPROVED BY THE OWNER / ENGINEER7.CONSTRUCTION DEWATERING·DURING DEWATERING ACTIVITIES, THE SEDIMENT LADEN WATER CANNOT CAUSE NUISANCE CONDITIONS ANDMUST DISCHARGE TO A SEDIMENT CONTROL DESIGNED TO PREVENT DISCHARGE WITH VISUAL TURBIDITY.OPTIONS FOR REDUCING THE TURBIDITY OF THE WATER INCLUDE:oCONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE.oUSE A PORTABLE SEDIMENT TRAP SYSTEM.o APPLY NATURAL BASED FLOCCULENT TECHNOLOGY SUCH AS CHITOSAN IN SEDIMENT TRAPS OR ASERIES OF DITCH CHECKS TO CONTAIN SEDIMENT.oUSE A FILTER BAG SYSTEMo PUMP TO A TEMPORARY SEDIMENT BASIN.·TO THE EXTENT FEASIBLE, USE WELL-VEGETATED UPLAND AREAS OF THE SITE TO INFILTRATE DEWATERINGWATER BEFORE DISCHARGE.·ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS.·DEWATERING OR BASIN DRAINING ACTIVITIES WILL NOT CAUSE EROSION IN RECEIVING CHANNELS ORADVERSELY IMPACT WETLANDS.·DEWATERING DISCHARGE MUST BE VISUALLY CHECKED. PHOTOGRAPH DISCHARGE AT THE BEGINNING AND ATLEAST EVERY 24 HOURS OF OPERATION. DEWATERING THAT ONLY LASTS FOR A FEW MINUTES, AS OPPOSED TOHOURS, AND DO NOT REACH SURFACE WATERS, DO NOT REQUIRE PHOTOGRAPHS OR DOCUMENTATION.·IF NUISANCE CONDITIONS RESULT (SEDIMENT PLUME IN THE DISCHARGE, DISCHARGE APPEARS CLOUDY OROPAQUE, HAS A VISIBLE CONTRAST, HAS A VISIBLE OIL FILM, HAS AQUATIC HABITAT DEGRADATION),DEWATERING MUST BE CEASED IMMEDIATELY AND CORRECTIVE ACTIONS MUST OCCUR BEFORE DEWATERING ISRESUMED.·ALL EROSION CONTROL OR SEDIMENT TRAPS REQUIRED FOR CONSTRUCTION DEWATERING SHALL BECONSIDERED INCIDENTAL TO THE CONSTRUCTION ACTIVITY REQUIRING DEWATERING.8.CONSTRUCTION ENTRANCES·A TEMPORARY CRUSHED ROCK OR WOOD CHIP PAD SHALL BE LOCATED WHERE VEHICLES LEAVE THECONSTRUCTION SITE.·THE CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH.·GEOTEXTILE FABRIC MAY BE PLACED UNDER THE CRUSHED ROCK OR WOOD CHIPS TO PREVENT MIGRATION OFMUD FROM UNDERLYING SOIL INTO THE CONSTRUCTION ENTRANCE MATERIAL.·ROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6 INCH LAYERS.·CONSTRUCTION ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS AND MAINTAINED AS NEEDED.·TRACKED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACH DAY USING PICK-UPTYPE STREET SWEEPER.·IF TRACKING INTO ROADWAY BECOMES PROBLEMATIC THE ENTRANCE PADS SHALL BE LENGTHENED ORANOTHER TECHNIQUE APPLIED. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORSMETHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE CONSTRUCTION ENTRANCE SHALL BE MONITORED CLOSELY DURING WET CONDITIONS. IF TRACKING INTOADJACENT ROADWAYS OCCURS, THE FREQUENCY OF STREET SWEEPING SHALL BE INCREASED.9.CONCRETE TRUCK WASHOUT·CONCRETE TRUCKS SHALL UTILIZE THE CONCRETE WASHOUT AREA SHOWN ON THE PLANS TO WASH ANDRINSE THEIR EQUIPMENT PRIOR TO LEAVING THE SITE.·WASHOUT OF CONCRETE MIXER TRUCKS WILL BE PERFORMED IN THE DESIGNATED AREAS ONLY.·WASHOUTS WILL BE CONSTRUCTED AND MAINTAINED TO PROVIDE SUFFICIENT CONTAINMENT FOR ALL LIQUIDAND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS.·WASHOUTS SHALL BE CLEARLY MARKED ON SITE WITH SIGNAGE BY THE UTILITY CONTRACTOR WITH APPROVALFROM OWNER.·WASHOUTS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM DRAINAGE FACILITIES AND WATERCOURSES.·CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATERFROM INFILTRATING/CONTACTING WITH SOIL.·IMPERMEABLE LINER SHALL CONSIST OF 10 MIL POLYLINER.·WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS.10.VEHICLE MAINTENANCE·ROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREAS ONLY.·VEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY, RUNOFF FROM THE WASHING WILL BECONTAINED AND LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTEPROPERLY DISPOSED OF.·ENGINE DEGREASING SHALL BE AVOIDED. IF DEGREASING IS NECESSARY, RUNOFF FROM THE OPERATION WILLBE CONTAINED IN A LINED SEDIMENT TRAP AND PROPERLY DISPOSED OF AT A TREATMENT FACILITY.·ALL REQUIRED SEDIMENT TRAPS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OF WASHWATER/DEGREASING AT A TREATMENT FACILITY SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.20.FUELING·ANY FUEL TANK OR TRUCK STORED ON THE PROJECT SITE SHALL BE PROTECTED BY A SECONDARYCONTAINMENT SYSTEM.·FUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SINCE THIS COULD CAUSE FUEL SPILLS TO BEDISCHARGED INTO STORM WATER SYSTEMS.·ABSORBENT MATERIALS SHALL BE AVAILABLE ON SITE FOR USE IN CLEANING UP SMALL SPILLS.·ALL REQUIRED FUEL CONTAINMENT AND CLEAN-UP MATERIALS AND THE PROPER DISPOSAL OF THE MATERIALSSHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.21.HAZARDOUS MATERIALS·HAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDALISM OR UNAUTHORIZED ACCESS.·CONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.·MPCA STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUS WASTE.·NO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET OF AN IDENTIFIED CRITICAL AREA.·ABSORBENT MATERIALS SHALL BE AVAILABLE FROM THE CONTRACTOR ON SITE FOR USE IN CLEANING UPSMALL SPILLS.·IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OROTHERWISE MANAGED INAPPROPRIATELY, THE CONTRACTOR SHALL CORRECT SUCH DEFECTS WITHIN 24HOURS OF DETECTION OR NOTIFICATION.·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BEINCIDENTAL TO THE CONSTRUCTION CONTRACT.22.CHEMICAL CONTAINMENT·GASOLINE, OIL, PAINT, SOLVENTS, AND OTHER CHEMICALS NECESSARY FOR CONSTRUCTION ARE NOT ALLOWEDTO CONTACT THE GROUND SURFACE, BE EXPOSED TO GROUNDWATER OR BE RELEASED TO A SURFACE ORGROUNDWATER EXCEPT IN DE MINIMIS QUANTITIES.·ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH ORIGINAL LABELS STILL ATTACHED, UNLESSTHE CONTAINER IS NOT RESEALABLE.·HAZARDOUS MATERIALS SHALL BE RETURNED TO THE HAZARDOUS MATERIAL STORAGE AREA AT THE END OFEACH DAY.·AN EFFORT SHOULD BE MADE TO STORE ONLY ENOUGH PRODUCTS TO DO THE REQUIRED JOB.·THE CONTRACTOR SHALL PROVIDE TANKS OR BARRELS TO COLLECT LIQUID BYPRODUCTS THAT POSE APOLLUTION HAZARD.·THE POLLUTANTS SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS AND DISPOSED OF IN ACCORDANCEWITH FEDERAL, STATE AND LOCAL REGULATIONS.·ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, IN ACCORDANCE WITH THEMANUFACTURE'S RECOMMENDED METHODS.·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BEINCIDENTAL TO THE CONSTRUCTION CONTRACT·ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS.23.SOLID WASTE·SOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OF ON A REGULARBASIS.·CONTAINERS SHALL BE COVERED TO PREVENT WIND BLOWING THE WASTE AROUND THE SITE.·MPCA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE.·SOLID WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDERED INCIDENTAL TO THECONSTRUCTION CONTRACT.24.DUST CONTROL·THE CONTRACTOR SHALL USE A VARIETY OF DUST CONTROL INCLUDING BUT NOT LIMITED TO THE FOLLOWING:A.RAPID STABILIZATION METHODS ON SLOPESB.WATER ON ROADWAYS AND GRADED AREASC.ALTERNATIVES: IN THE FORM OF VEGETABLE POLYMERS, WATER AND CALCIUM CHLORIDE PETROLEUMEMULSION RESINS, OR ACRYLIC COPOLYMERS MAY ALSO BE USED.·ALL REQUIRED DUST CONTROL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT AS PERSPECIFICATIONS.25.WINTER STABILIZATION·COVER EXPOSED SOILS ON OR AROUND NOV. 15TH AND/OR PRIOR TO TERMINATION OF CONSTRUCTIONACTIVITIES FOR WINTER·ALL EXPOSED SOILS TO BE COVERED WITH 2 TONS TYPE 1 MULCH·ALL EXPOSED SOILS TO BE SEEDED WITH MNDOT SEED MIX 21-112ALL LOW POINTS IN ROADS TO BEADEQUATELY DRAINED IN ACCORDANCE WITH NPDES DEWATERING REQUIREMENTS PART IV. CONSTRUCTIONACTIVITY REQUIREMENTS. SECTION D. DEWATERING AND BASIN DRAINING.·PERIMETER SILT FENCE OR OTHER CONTROLS TO BE INSTALLED 3-5 FEET FROM THE BACK OF THE CURB ANDOUT OF THE PLOWED SNOW AREA.·PERIMETER CONTROLS AROUND PERMANENT STORMWATER BASINS TO BE INSTALLED AND MAINTAINED·INLET CONTROLS TO BE REMOVED ACCORDING TO LEGAL REQUIREMENTS WITH DOCUMENTATION WITHIN 72HOURS FROM LEGAL AUTHORITY.·IF WORK HAS OCCURRED NEAR OR IN STREAMS OR OTHER SURFACE WATERS, THE EXPOSED SOILS SHALL BESTABILIZED TO PROTECT AGAINST FLOODING AND SPRING RUNOFF TO THE 100-YR FLOOD ELEVATION.·ALL TEMPORARY AND PERMANENT STORMWATER BASINS AND SEDIMENT BASINS SHOULD HAVE OUTLETS ANDSTABILIZED EMERGENCY OVERFLOWS INSTALLED AS PER THE GRADING AND/OR UTILITY PLAN AND AT THEAPPROVAL OF THE OWNER.26.NON-STORMWATER DEWATERING·HYDRANT FLUSHING: FLUSHING OF HYDRANTS WILL BE DISCHARGED·THROUGH TEMPORARY PIPES AS NECESSARY, ONTO IMPERVIOUS SURFACES OR TO STABILIZED ARES WITHENERGY DISSIPATION AT THE DISCHARGE POINT. THE DISCHARGE SHOULD BE COLLECTED BY THE STORMWATER BASINS AND STORM SEWER SYSTEM.·POTABLE WATER DISCHARGE: ALL WATER LINES WILL BE FLUSHED USING HOSES AND DISCHARGED ONTO ANIMPERVIOUS SURFACE AND DIRECTED TO THE STORM SEWER INFRASTRUCTURE BY NON-EROSIVE MEANS.27.WORK NEAR SPECIAL WATERS·EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY OR PERMANENTLY CEASED.·TEMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITH COMMON POINT OFDISCHARGE.·IF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FOR ADDITIONAL NOTES ANDREQUIREMENTS.·MAINTAIN AT ALL TIMES, 100 FT UNDISTURBED BUFFER AROUND SPECIAL WATERS.·NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO "SPECIAL WATERS"·SEE PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS28.WORK NEAR OR IN IMPAIRED WATERS·EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY OR PERMANENTLY CEASED.·TEMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITH COMMON POINT OFDISCHARGE.·IF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FOR ADDITIONAL NOTES ANDREQUIREMENTS.·NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO "IMPAIRED WATERS"·SEE PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS29.WORK IN KARST AREAS·SEE PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS30.INFILTRATION/FILTRATION AREAS·FENCE OFF AREA PRIOR TO BEGINNING CONSTRUCTION.·EXCAVATION AREA SHALL TAKE PLACE AFTER CONTRIBUTING AREAS ARE AT FINAL GRADE AND STABILIZED.·DO NOT USE HEAVY/WHEELED EQUIPMENT IN FILTRATION AREA.·DIVERSIONS, REDUNDANT SEDIMENT AND EROSION CONTROLS MUST BE USED TO PROTECT AREA.·ENSURE 8 FT MAINTENANCE ACCESS IS ADEQUATE FOR AREA.·IF GRADING MUST OCCUR IN FILTRATION AREA, LEAVE GRADE 3 FT HIGH TEMPORARILY UNTIL AREA CAN BEFINAL GRADED AND STABILIZEDVICINITY MAP/IMPAIRED WATERS MAPWEB SOIL SURVEY MAPSOIL MAP UNIT SYMBOL LEGENDCustom Soil Resource ReportSWPPP AMENDMENTSTHIS PLAN AND THE ATTACHMENTS MUST BE AMENDED WITHIN 7 DAYS TO INCLUDE ADDITIONAL REQUIREMENTSOR MODIFIED REQUIREMENTS WHICH TAKE PLACE DURING CONSTRUCTION IF ONE OR MORE OF THE FOLLOWINGOCCUR:1.THERE IS A CHANGE IS DESIGN CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONALCONDITIONS THAT SIGNIFICANTLY IMPACTS THE DISCHARGE OFPOLLUTANTS FROM THE SITE TO SURFACE OR GROUNDWATER.2.INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER, OPERATOR, ENVIRONMENTAL PROTECTION AGENCY,MINNESOTA POLLUTION CONTROL AGENCY OFFICIALS INDICATE THIS PLAN IS NOT EFFECTIVE IN ELIMINATINGOR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS.3.THIS SWPPP IN NOT ACHIEVING THE GENERAL OBJECTIVES OF MINIMIZING POLLUTANTS IN STORMWATERDISCHARGES OR IF THIS PLAN IS NOT CONSISTENT WITH THE MN R1000011 CONSTRUCTION GENERAL PERMIT.4.IF THE MPCA NOTIFIES THE OWNER AND/OR OPERATOR (i.e. PERMITTEES) THAT ADDITIONAL REQUIREMENTSARE NEEDED, REQUIREMENTS ARE NOT BEING NET FOR TMDL OR OTHER WATER QUALITY STANDARDS, ORTHAT THE SWPPP DID NOT INCORPORATE THE NECESSARY REQUIREMENTS.5.CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOWTHE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.THE FOLLOWING TABLE SHOULD BE COMPLETED AS NECESSARY DURING CONSTRUCTION TO DOCUMENTCHANGES AND AMENDMENTS TO THIS DOCUMENT. AMENDMENTS MUST BE MADE BY ONE OF THE FOLLOWINGINDIVIDUALS:THOSE PREPARING THIS DOCUMENT; THOSE OVERSEEING THE IMPLEMENTATION OF THE SWPPP;THOSE REVISING THE SWPPP; THOSE PERFORMING INSPECTIONS FOR THE PROJECT; AND/OR OTHER QUALIFIEDINDIVIDUAL.PLACE THE AMENDMENT NUMBER NEXT TO ALL APPLICABLE CHANGES, REDLINES, AND INFORMATION IN THEDOCUMENT TO REFERENCE BACK TO THE CHANGES SUMMARIZED BELOW.AMENDMENT NO.DATEREASON, LOCATION, AND BRIEF DESCRIPTION OF CHANGE OR AMENDMENTREQUESTED BYPREPARED BY87 WEST 78TH STREET225.90S89°30'55"E190.71N00°25'05"W 17.74 N00°14'16"W 20.60N89°14'53"E90.50N00°25'05"W 248.27S89°22'56"E300.01 N00°44'38"WEX-MHRE = 1001.49MAILEX-MHRE = 1003.82EX-MHRE = 1003.92982.79 983.23983.31PUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGSTO STO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWATPROPOSED LIGHT POLEUNDERGROUND ELECTRIC LINERAIN GARDENEXISTING STORM SEWERGAS GAS GAS GAS GAS GAS GAS GAS GAS 0 1 4'4'NEW WM SERVICECONNECTIONNEW WM SERVICECONNECTIONCONNECT TO EXISTING WMVERIFY WM SIZE AND LOCATIONCOORDINATE NEW WM SERVICESIZE WITH ARCHITECT AND CONTRACTORNEW SANITARY CONNECTION BY OTHERSNEW GAS CONNECTION BY OTHERSCOORDINATE NEW GAS SERVICESTUB WITH ARCHITECT AND CONTRACTORCOORDINATE NEW SANITARYSERVICE STUB WITH ARCHITECTAND CONTRACTORCB-200RE=1014.54IE=1007.30 (8" W)IE=1010.50 (8" E)D=7.2139 LF-8" PVC @ 0.50%134 LF-8" PVC @ 0.48%RAIN GARDEN8" IE= 1006.608" IE= 1002.60CL III RIP RAPCL III RIP RAPPROPOSEDBUILDING 1696 SFFFE =1014EXISTINGBUILDING 1407 SFFFE =1014PROPOSEDREC ZONE 2,500 SFNWLNWLN W L NWLNWLNWLNWLNWLNWLHWLHWLHWL HWL HWLHWLHWLHWLHWLHWL HWLNWLNWLNWLNW L NWLNWLNWLNWL HWLHWLHWLHWLHWL HWLHWLHWLHWLHWL PROPOSEDGAZEBO 324 SF1.08 ACRES FROM EXISTING TOPROPOSED PROPERTY AREAEXISTING PROPERTY AREA1.06 ACRESPROPOSED PROPERTY AREA2.14 ACRES8" IE= 1010.512 LF-8" STM SWR @ 0.00%6 LF-8" STM SWR @ 0.00%CB-100RE=1009.19IE=1003.25 (8" NE)IE=1006.50 (8" SW)D=5.98" IE= 1006.5SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0032076.00\DWG\CIVIL\0032076UT01.DWG 08/29/2024HOPE HOUSE EXPANSIONC500 EXCELSIOR, MN HOPE HOUSE EXPANSIONUTILITY PLAN 4040908/29/2024 DAVID BADE 3121 WESTWOOD DRIVE EXCELSIOR, MN 55331 WESTWOOD CHURCH EJK GAB EJK/DJW 08/29/2024PRELIMINARY DOCUMENTS© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0032076.00SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETOHPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVFMFMSANITARY SEWER FORCE MAINCURB AND GUTTERUTILITY LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES ASSHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTSTAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTORSHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITYREQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWERINSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FORTHE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEESSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS,TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS.5.ALL PRIVATE LARGE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE LOCALJURISDICTION AND MINNESOTA PLUMBING CODE. ALL SMALL / DRY UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCEWITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICELINE CONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BEINSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THEUTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANYPIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY.ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THERESPONSIBILITY OF THE CONTRACTOR.7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHENINSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THEMAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIREDTO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION.8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER ORSTORM SEWER AND WATER LINES SHALL CROSS ABOVE ANY SEWER. IF THIS IS NOT ACHIEVABLE, SANITARY AND STORMSEWER SHALL BE CONSTRUCTED OF A MATERIAL APPROVED FOR USE WITHIN A BUILDING AND AS LISTED IN TABLE 701.2OF THE MINNESOTA PLUMBING CODE. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THECROSSING. INSULATE CROSSINGS WITH STORM SEWER.10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED.11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PERASTM B88. PVC WATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY.12.ALL WATER LINES SHALL HAVE 8' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALLBE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS.13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE AND NOT WITHIN 10' OF WATER LINE SHALL BE POLYVINYLCHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY AND STORM SEWERPIPE WITHIN 10 FEET OF THE BUILDING AND UNDER FOOTINGS, AND WITHIN10 FEET OF WATER LINE SHALL BE SCHEDULE40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUSTINCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALLBE TESTED ACCORDING TO MINNESOTA PLUMBING CODE, PART 712.0.14.STORM SEWER PIPE:A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY OR MN DEPARTMENT OFLABOR .B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76, WITH GASKETS PER ASTM C443.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212AND INSTALLED PER ASTM D2321.D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTMD2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BEINSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR ABUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BYMINNESOTA PLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATERLINE SHALL BE TESTED PER MINNESOTA PLUMBING CODE, PART 712.15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA PLUMBING CODE604.10.1.16.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OFUTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN.CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS ISREQUIRED.17.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BESUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.GENERAL UTILITY NOTESSDT88 SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0032076.00\DWG\CIVIL\0032076DT01.DWG 08/29/2024HOPE HOUSE EXPANSIONC600 EXCELSIOR, MN HOPE HOUSE EXPANSIONDETAILS 4040908/29/2024 DAVID BADE 3121 WESTWOOD DRIVE EXCELSIOR, MN 55331 WESTWOOD CHURCH EJK GAB EJK/DJW 08/29/2024PRELIMINARY DOCUMENTS© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com. . . . . . . . . . ### ## or ##PROJECT NUMBER: 0032076.00SI19PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS.LAST REVISED:08/15/17PAVEMENT SECTIONS2" MnDOT TYPE SPWEA340E WEARING COURSE2" MnDOT TYPE SPNWB330E BASE COURSE12" MnDOT SPEC. 3138 CLASS 56" CONCRETE PAVEMENT W/ #4 REBAR AT 16" O.C. EACH WAY4" MnDOT SPEC. 3138 CLASS 5CONCRETE PAVEMENTBITUMINOUS PAVEMENT (HEAVY DUTY)BITUMINOUS PAVEMENT (STANDARD DUTY)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COAT2" MnDOT TYPE SPWEA340E WEARING COURSE2" MnDOT TYPE SPNWB330E BASE COURSE8" MnDOT SPEC. 3138 CLASS 5COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COAT6"MAX.AANOTES:1.PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM CROSS SLOPE BOTH DIRECTIONS.2.CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48'' LANDING BETWEEN, OR PROVIDE AT-GRADE CROSSING.3.SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE.4.ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH.5.ADA REQUIRED DETECTABLE WARNING SURFACE(TRUNCATED DOMES) SHALL BE 2' MIN. IN DIRECTION OF LANDING AT CURB AND SHALL EXTEND THE FULL WIDTH OF THE LANDING. AREA SHALL BE CONTRASTING COLOR TO THE ADJACENT WALKING SURFACE WITH A PREFABRICATED CAST IRON TRUNCATED DOME INSERT MEETING THE ADA DOME SIZE AND SPACING REQUIREMENTS.ALAST REVISED:08/15/17PUBLIC PEDESTRIAN CURB RAMPSI09AA332233FACE OFCURBBACK OFCURBFACE OFCURB15158"5' MIN.4' MIN. ORPER PLAN5' MIN.5'-4"MIN.2'8"5' MIN.5' MIN.4' MIN. ORPER PLAN5'-4"MIN.2'CURB FACEOR GUTTER5% APPROACHSLOPE MAXSEE NOTE #41/2" PREFORMEDJOINT FILLER MATERIALRAMP5'-4" MIN.LANDING4' MIN.RAMP 8.33%MAX. SLOPECONCRETE WALKDET. WARN.SURFACEROUND ALL SLOPEDINTERSECTIONSSIDE FLARE 10%MAX. SLOPESIDE FLARE5' MIN.RAMP4' MIN.SIDE FLARE5' MIN.ELEVATION OF RAMPSECTION A-APLAN VIEW OF DIAGONAL RAMPPLAN VIEW OF PERPENDICULAR RAMP2"PRIVATE CONCRETE SIDEWALKSI08NOTES:1.SEE ARCHITECTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT.2.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.LAST REVISED:08/15/17FINISH GRADESEE PLAN4" CONCRETE WALK WITHCONTRACTION JOINTS EVERY 5' ANDEXPANSION JOINTS EVERY 100' OR AT90° INTERSECTIONS2% CROSS SLOPE6" MIN.4" MNDOT SPEC 3138 CLASS 5AGGREGATE BASE1.5'**89 100010101010 9969981002 100410041006 10061008 10081012101299010009869889929949969981002100410061008 GAS GAS GAS GAS GAS GAS GAS GAS GAS 0 14'MAILE8970UELBXSSPUGPUGPUGPUGPUGPUGPUGSANSANSANSANSANSANSANSANSANSANPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWEST 78TH STREET225.90S89°30'55"E190.71N00°25'05"W 17.74 N00°14'16"W 20.60N89°14'53"E90.50N00°25'05"W 248.27S89°22'56"E300.01 N00°44'38"W EXISTING PROPERTY AREA1.06 ACRESPROPOSED PROPERTY AREA2.14 ACRESBABACCCCCCCCCCBACODEQTYBOTANICAL / COMMON NAMESIZESPACING O.C.MATURE SIZECONIFEROUS TREESBHS7PICEA GLAUCA 'DENSATA' / BLACK HILLS WHITE SPRUCE8` HT B&BAS SHOWNH 30`-40` W 20`-30`SCP7PINUS SYLVESTRIS / SCOTCH PINE8` HT B&BAS SHOWNH 35`-45` W 20`-25`DECIDUOUS TREESGMS8ACER SACCHARUM 'PNI 0285' / GREEN MOUNTAIN® SUGAR MAPLE2.5" CALAS SHOWNH 40`-60` W 30`-40`AGG7GINKGO BILOBA 'AUTUMN GOLD' / AUTUMN GOLD GINKGO2.5" CALAS SHOWNH 30`-40` W 20`-30`SUH5GLEDITSIA TRIACANTHOS INERMIS 'SUNCOLE' / SUNBURST® HONEY LOCUST2.5" CALAS SHOWNH 30`-50` W 25`-30`BUR5QUERCUS MACROCARPA / BUR OAK2.5" CALAS SHOWNH 50-60` W 50-60`ANNUALS/PERENNIALSHRD12HEMEROCALLIS X 'HAPPY RETURNS' / HAPPY RETURNS DAYLILY#1 CONT.24" O.C.H 18-22" W 24-30"CONIFEROUS SHRUBSANJ3JUNIPERUS HORIZONTALIS 'ANDORRA' / ANDORRA JUNIPER#5 CONT.4`-0" O.C.H 2-3` W 3-4`DECIDUOUS SHRUBAFD24CORNUS SERICEA 'FARROW' / ARCTIC FIRE® RED TWIG DOGWOOD#5 CONT.4`-0" O.C.H 3-5` W 3-5`ANH19HYDRANGEA ARBORESCENS 'ANNABELLE' / ANNABELLE HYDRANGEA#5 CONT.4`-0" O.C.H 3-5` W 3-5`BUR5QUERCUS MACROCARPA / BUR OAK2.5" CALAS SHOWNH 50-60` W 50-60`ANNUALS/PERENNIALSHRD12HEMEROCALLIS X 'HAPPY RETURNS' / HAPPY RETURNS DAYLILY#1 CONT.24" O.C.H 18-22" W 24-30"ANH19HYDRANGEA ARBORESCENS 'ANNABELLE' / ANNABELLE HYDRANGEA#5 CONT.4`-0" O.C.H 3-5` W 3-5`GRASSESKFG10CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' / KARL FOERSTER FEATHER REED GRASS#1 CONT3`-0" O.C.H 4-5` W 2-3`PDS15SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED#1 CONT.24" O.C.H 2-3` W 2-3`SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0032076.00\DWG\CIVIL\0032076PL01.DWG 08/29/2024HOPE HOUSE EXPANSIONL100 EXCELSIOR, MN HOPE HOUSE EXPANSIONLANDSCAPE PLAN 3121 WESTWOOD DRIVE EXCELSIOR, MN 55331 WESTWOOD CHURCH EJK GAB EJK/DJW 08/29/2024PRELIMINARY DOCUMENTS© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0032076.00ASHREDDED HARDWOOD MULCH (TYP.)BEDGER (TYP.)CSOD (TYP.)ALANDSCAPE KEYNOTESLANDSCAPE LEGENDSHRUBSOVERSTORY DECIDUOUS TREEPERENNIALSEDGEROVERSTORY CONIFEROUS TREE·It is a policy of the City of Chanhassen to protect the integrity of the natural environment through the preservation, protection, and planting of trees. The city finds thattrees provide many benefits including: stabilization of the soil by the prevention of erosion and sedimentation, reduction of stormwater runoff and the costs associatedtherewith, improvement of air quality, reduction of noise pollution, control of urban heat island effect, protection and increase of property values, protection of privacy,energy conservation through natural insulation, control of drainage and restoration of denuded soil subsequent to construction and grading, protection from severeweather, providing habitat for birds and other wildlife, conservation and enhancement of city's physical and aesthetic environment, reforestation of open lands, andgeneral protection and enhancement of the quality of life and general welfare of the city. It is therefore the purpose of this section to provide regulations related to thecutting, removal, or killing of trees on construction and development sites and to ensure the protection and preservation of the natural environment and beauty of theCity of Chanhassen.·Prior to the submittal of development plans, a tree survey of the site shall be prepared by a registered landscape architect, licensed forester, or other professionalapproved by the city. The tree survey shall reflect conditions on site at the time of submittal, or shall have been reviewed and updated no more than two years prior tothe submittal date. This survey shall include the species, DBH size, condition, location of all trees over ten inches in diameter and any damaged or diseased trees on site.All significant special, damaged or diseased trees shall be tagged and identified by number on the survey. A delineation of the existing canopy coverage area(s) whichoutlines all areas covered by tree canopy shall be included as part of the survey. Additionally, all damaged and diseased trees shall be cataloged with the nature andextent of any damage or disease specified.···Based on this survey and either site observation and measurement or a current aerial photograph (taken within one year of the date of plan submittal)interpretation, the following shall be calculated:·Base line canopy coverage.·Minimum canopy coverage requirements.····The following table shall be used to determine the minimum amount of canopy coverage that must be maintained or provided on-site as part ofthe development. It shall represent the minimum canopy coverage, consisting of existing tree canopy and/or additional trees required for the site.Existing wetland areas, bluff areas, and dedicated park land located on site shall be excluded from the calculation of site area in the determinationof site coverage. If a forested area is to be dedicated to the city for park land, then this area shall not be included in the base line canopy coveragearea calculation nor shall it count towards the minimum canopy coverage for the site. Base Line Canopy Coverage Per AcreComprehensive Plan Designation80—100%60—79%40—59%20—39%19% or lessCommercial/industrial/institutional28%25%20%14%10%High density residential35%30%25%20%15%Medium density residential40%35%30%25%20%Low density residential55%46%35%30%25%Large lot residential68%56%43%35%25%Base line canopy coverage is the canopy coverage existing at the time the development application is filed with the city. Minimum canopy coverage is determined by usingthe matrix.1.Priority shall be given to retaining stands of trees and undisturbed wooded lands over individual specimen trees that will be incorporated into the development. Nomore than ten percent of the canopy retention requirement may be met by an individual tree that is not included within a designated woodland area.2.For developments that do not meet the minimum canopy coverage, the developer shall be required to develop a forestation plan to bring the total canopy coverageup to the minimum requirement. Where existing woodlands are removed or there is a loss of trees that would otherwise be used to meet the canopy coverageretention requirement, the developer shall develop a woodland replacement plan. The replacement plan must designate an area at least one and two-tenths (1.2) timesthe removed canopy coverage area that shall be planted with replacement trees for those removed. These plans shall locate additional trees either as a continuation ofexisting stands of trees that are to be preserved or create new stands of trees in desirable locations such as along roadway corridors, on the north and west perimetersof the development, in common open areas, or adjacent to park facilities.3.The following criteria shall be followed in establishing minimum canopy coverage:3.1.When planting trees, one tree shall be deemed to provide 1,089 square feet of required canopy coverage;3.2.Trees must be from the approved list of desirable species (preference given for trees designated as native);3.3.No more than ten percent of the trees may be from any one tree species, no more than 20 percent of the trees may be from any one genus, and no more than 30percent of trees from any one family;3.4.Overstory trees shall be at least 2½-inch caliper and understory trees shall be a minimum of 1½-inch caliper;3.5.Conifer trees shall be a minimum of six feet in height;3.6.Plant materials used for the reforestation shall be of a similar species as vegetation found on-site;3.7.Trees shall be used that are appropriate to the soil conditions found on site;3.8.Trees shall be from certified nursery stock as defined and controlled by M.S. §§ 18.44 through 18.61, the Plant Pest Act; and3.9.Not less than 75 percent of the total trees required shall be overstory species.LANDSCAPE SUMMARYABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUM O.C. = ON CENTERQTY .= QUANTITY CONT. = CONTAINERNOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY.PLANT SCHEDULEBASE LINE CANOPY COVERAGE: 23,746 SFPERCENT CANOPY COVERAGE:25.5%(23,746/93,218.4= .2547)REQUIRED CANOPY COVERAGE:32,627 SF(93,218.4*.35= 32626.44)CANOPY COVERAGE SHORTAGE:8,881 SF(32,627-23,746=8,881)TREES REQUIRED:9(8,881/1,089= 8.155)TREES PROVIDED:20PROVIDED CANOPY COVERAGE: 45,526 SF(20*1,089=21780+23,746)90 SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0032076.00\DWG\CIVIL\0032076PL01.DWG 08/29/2024HOPE HOUSE EXPANSIONL101 EXCELSIOR, MN HOPE HOUSE EXPANSION LANDSCAPE NOTES + DETAILS 3121 WESTWOOD DRIVE EXCELSIOR, MN 55331 WESTWOOD CHURCH EJK GAB EJK/DJW 08/29/2024PRELIMINARY DOCUMENTS© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0032076.001.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TOVERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTSOR LANDSCAPE MATERIAL.2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEENCOMPLETED IN THE IMMEDIATE AREA.4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSIONOF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR.5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THEGUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTENACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONEYEAR GUARANTEE COMMENCING UPON PLANTING.6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADESHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS:ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTHRATIO OF NO LESS THAN 5:3.7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOSTCURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES.9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALSIF NECESSARY; TEMPORARY ONLY.10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOPOF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TOTHE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOTCOLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE.11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAKAPART PEAT POTS.12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POORBRANCHING OF EXISTING AND PROPOSED TREES.13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONEYEAR.15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIORTO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEEDOF ANY SOIL AMENDMENTS.16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECTTOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGERTHAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM6" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS,AND PERENNIALS.17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUBPLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDEDHARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL ANDORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TOBE FREE OF DELETERIOUS MATERIAL AND NATURAL COLORED, OR APPROVED EQUAL. MULCH TOMATCH EXISTING CONDITIONS (WHERE APPLICABLE).18.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGINGOR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES ANDSTAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD ATGRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOREDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATESEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDSTO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS(WHERE APPLICABLE).19.BOULDERS TO BE FIELDSTONE BOULDERS, SIZED BETWEEN 36"-48" IN BOTH WIDTH AND HEIGHT.BOULDERS AVAILABLE FROM ROCK HARD LANDSCAPE SUPPLY,www.rockhardlandscapesupply.com/, 952.207.4456.20.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOTISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES ANDSHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OFLAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE.SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOTSPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN.21.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILDBY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TOLANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM.CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMALPROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRSTYEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR.ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THEGENERAL CONTRACTOR.22.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT ISFULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDEWATER FOR CONTRACTOR.23.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREASADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION.24.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.LAST REVISED:10/23/18SHRUB & PERENNIALCONTAINER PLANTINGLA27-CN.T.S.2XCONT.DIAMETERSET CONTAINER ROOT SOIL ONUNDISTURBED SUBSOIL OR MILDCOMPACTED SOIL FOR DEPTH TO MATCHFINISH GRADESCARIFY SIDES AND BOTTOM OF HOLE.DEPTH PER CONTAINER SOIL DEPTHBACKFILL PLANT PIT WITH SPECIFIEDPLANTING SOIL OR AS APPROVEDEDGING AT PLANTING BEDS, AS SPECIFIED,ADJACENT TO LAWN AREASMULCH AS SPECIFIED (AND FILTER FABRIC,AS INDICATED)REMOVE CONTAINER, SCARIFY SIDES, ANDSET SOIL MASS ON COMPACTED SOIL BASEMOUND, MATCHING SHRUBS NATURALGROUNDLINE WITH FINISHED GRADELAST REVISED:10/19/18DECIDUOUS TREEPLANTINGLA28N.T.S.SET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITH FINISHEDSITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIED BACKFILLSOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.TREE WRAP MATERIAL FROM GROUNDLINEUPWARD TO FIRST BRANCHES, AS REQUIRED.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.2XBALLDIAMETERSET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITHFINISHED SITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIEDBACKFILL SOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.2XBALLDIAMETERLAST REVISED:10/19/18EVERGREEN TREEPLANTINGLA29N.T.S.91 X1REVISIONSBYDESIGN and DRAFTING BY: PHONE: 763.757.5997 ANDOVER, MINNESOTA WWW.CROIXDESIGN.COM ARCHITECTURAL DESIGN and DRAFTING SERVICE HOME PALN SERVICE CUSTOM HOMES REMODELING 92 XX93 XX94 XX95 Project: Conditional Use Permit and Site Plan Review Application for Open Hands Foundation’s Expansion of the Hope House (Planning Case 2024-16) Planning Commission Review Date: September 17, 2024 City Council Review Date: September 23, 2024 60 Day Action Deadline: October 1, 2024 Drafted By: Rachel Jeske, Planner Eric Maass, Community Development Director Joe Seidl, Water Resources Engineer Erik Henricksen, Project Engineer Staff Report Date: September 13, 2024 SUMMARY OF REQUEST: The applicant is requesting a Conditional Use Permit and site plan approval for a group home located at 3010 W 78th Street. This proposal encompasses a 5,100 square foot addition to an existing 2,800 square foot group home. STAFF RECOMMENDATION: Staff recommends approval of the requested Conditional Use Permit and Site Plan subject to the conditions listed in the staff report. PROPOSED MOTIONS: “The Chanhassen Planning Commission recommends the City Council approves the Conditional Use Permit with the conditions as presented and the site plan for the construction of a group home located at 3010 W 78th Street, Excelsior, MN and adopts the attached Findings of Fact and decision.” 96 Hope House September 13, 2024 Page 2 of 14 LOCATION: 3010 78th Street, Excelsior, MN 55331 (Subject Property) APPLICANT/OWNER: Open Hands Foundation & Westwood Church CURRENT ZONING: Rural Residential (RR) 2040 LAND USE PLAN: Residential Low Density ACREAGE: 1.06 Acres LEVEL OF CITY DISCRETION IN DECISION-MAKING: 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 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. Notice of this public hearing has been mailed to all property owners within 0.25 miles. APPLICABLE REGULATIONS Chapter 20, Division 20-IV-2, Conditional Use Permits. Chapter 20, Division 20-IV-3, Section 20-261 Group Homes Chapter 20, Article 20-XI, “RR” Rural Residential District BACKGRO UND The property is located on the northwest corner of Highway 41 and West 78th Street. The property is run by the Open Hands Foundation, which is a nonprofit organization established by Westwood Community Church. Open Hands Foundation has run a permitted group home called the Hope House on this site since 2015. Hope House is the only 24/7/356 emergency teen shelter in the southwest metro but can currently only serve up to six teens at a time. Hope House is requesting a Conditional Use Permit and building expansion which would allow them to serve up to 8 youth at a time. The goal of this expansion is to serve more youth in the community, as Hope House is currently turning away nearly twice as many youths as they are serving due to their maximum capacity. GENERAL CONDITIONAL USE PERMIT AND SITE PLAN 97 Hope House September 13, 2024 Page 3 of 14 The applicant is requesting a Conditional Use Permit and a Site Plan Review to construct a group home with a capacity of up to 8 persons. The city’s Zoning Ordinance allows group homes for up to 16 persons in the Rural Residential District (RR) subject to the approval of a Conditional Use Permit by the City Council. In reviewing conditional use permit requests, the Planning Commission must consider possible adverse effects of the use. The city requires that all conditional uses meet the following issuance standards: a) Will not be detrimental to or endanger the public health, safety, comfort, convenience, or general welfare of the neighborhood or the city. b) Will be consistent with the objectives of the city's comprehensive plan and this chapter. c) Will be designed, constructed, operated, and maintained so as 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) Will not be hazardous or disturbing to existing or planned neighboring uses. e) 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) Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g) Will not involve uses, activities, processes, materials, equipment, and conditions of operation that will be detrimental to any persons, property, or the general welfare due to excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h) Will have vehicular approaches to the property that do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i) Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j) Will be aesthetically compatible with the area. k) Will not depreciate surrounding property values. l) Will meet standards prescribed for certain uses as provided in this article. The following constitutes our findings: 98 Hope House September 13, 2024 Page 4 of 14 The expansion of an existing group home at this location should not be injurious to the use and enjoyment of surrounding properties, as the proposed site is directly adjacent to Highway 41, and W 78th Street and then is adjacent to the Westwood Community Church campus to the west and to the north. The property includes significant screening and the proposed structure matches the aesthetics of the surrounding single-family neighborhoods. This project is consistent with the objectives of the comprehensive plan which guides this property for low-density residential. Further, the proposed development should not endanger the public health or safety if the conditions attached to the permit and building code requirements are adhered to. No additional traffic congestion will be generated by this project as access will continue to be a right-in and right-out and there is not anticipated to be an increase in vehicle traffic. Staff has issued a building permit for the extension of utilities to the Hope House site as well as the demolition of the existing septic system. This site will be adequately served by public facilities and services. The sanitary sewer and water service utilities work would be completed with or without this requested CUP. Prior to approval, landscaping and stormwater management plans shall be updated to meet all staff conditions. By meeting these requirements, natural aspects of the site will be maintained and no impacts will be made on surrounding properties. ARCHITECTURE The Chanhassen City Code does not have architectural design standards for single-family residential zoning districts. This project is subject to the design requirements of site plan and conditional use permit approval. Site plan approval requires that “Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses.” The design standard for group homes as a conditional use requires “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.” 99 Hope House September 13, 2024 Page 5 of 14 The proposed building expansion is planned to match the character of the original Hope House, which runs out of a converted single-family home. The expansion mimics this style through the use of matching siding, a pitched roof, a covered front stoop, a rear walk-out area, and consistent use of windows on all exterior elevations. A complete list of building materials and colors must be provided to staff to verify compatibility with the existing building and the surrounding neighborhood. PARKING 100 Hope House September 13, 2024 Page 6 of 14 City Code does not explicitly list parking requirements for group homes. Staff finds the most comparable use to be a hospital or nursing home. The standard for those uses is one parking space for every two beds, plus one space for each employee on the largest single shift. The issuance of the Conditional Use Permit would allow up to 8 beds and there are 2 employees on the largest shift, therefore 6 parking stalls are required by City Code. This project proposes 13 parking stalls which exceeds the required amount. A circular driveway is planned around the building expansion for staff, client, and fire access. Approvals shall be conditioned on a lot line adjustment between 3010 W 78th Street (Hope House) and 3120 Westwood Drive (Westwood Church) to ensure that all improvements are occurring on the subject property. LANDSCAPING An existing tree inventory and landscaping plan was provided with the plan set. A detailed tree removal plan will need to be provided to verify that the replanting requirements are being met. The plant schedule must be updated to meet the city’s diversity requirements. No more than ten percent of the trees may be from any one tree species, no more than 20 percent of the trees may be from any one genus, and no more than 30 percent of trees from any one family. LIGHTING One light pole is proposed for the western parking lot. Prior to City Council review, additional lighting locations as well as the proposed lighting styles and a photometric plan must be provided for the entire site. Lighting fixtures are required to have a cut-off angle of up to 90 degrees to prevent light from traveling onto adjacent properties. SIGNAGE No new advertising signage or identification of any kind has been proposed with this project. Any future signage will require a sign permit application. UTILITIES & STREETS The applicant is extending city water and sewer to the subject property though the adjacent Westwood Church property. Utility extension and septic demolition permits have already been approved by the city. The one existing access point is proposed to remain on W 78th Street. No additional traffic congestion will be generated by this project as access will continue to be a right-in and right-out and there is not anticipated to be an increase in vehicle traffic. 101 Hope House September 13, 2024 Page 7 of 14 GRADING/DRAINAGE The existing Hope House site consists of a building, parking area, and driveway located along a local high point within the Lake Minnewashta sub watershed. Current runoff sheet flows to either to the northwest into an existing wetland, south onto the 78th St ROW, or northeast into an offsite wooded area owned by the City of Chanhassen. This project proposes constructing new impervious areas in the form of an expanded building and additional driveway/parking surfaces. Two filtration basins are proposed to provide water quality and rate control for the site. The southern basin outlets to the west and the northern basin outlets to the northeast. The proposed drainage design mimics the existing drainage patterns of the site. Significant portions of the site produce runoff from impervious surfaces that do not route through BMPs and therefore would not be treated. Standard practice is to route impervious surface water through BMPs to the maximum extent practicable. There appears to be sufficient site area to reconfigure the BMPs or add additional storm sewers to optimize the stormwater design. All onsite storm sewer and BMPs within the Hope House property will be privately owned and maintained. EROSION CONTROL The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES) Construction Permit. A stormwater pollution prevention plan (SWPPP) and associated Erosion and Sediment Control Plan (ESCP) were included in the submitted plans and were reviewed by staff. The applicant shall update the SWPPP and ESCP to address staff comments. A staff-approved SWPPP and ESCP is required. All erosion control practices shall be installed and inspected by city staff prior to initiation of site grading activities. STORM WATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required stormwater management development standards. Section 19-141 states that “these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features.” These standards include abstraction of runoff and water quality treatment resulting in the removal of 90% total suspended solids (TSS) and 60% total phosphorous (TP). The proposed project is located within the Minnehaha Creek Watershed District (MCWD) and is therefore 102 Hope House September 13, 2024 Page 8 of 14 subject to the watershed’s rules and regulations. A Stormwater Management Report dated August 23, 2024, was submitted by the applicant to the City. The site is within MCWD and is required to meet all applicable watershed rules which includes volume abstraction of 1.1 inches of runoff from all impervious area onsite. Soil borings were submitted with the overall development review dated December 14, 2022. Based on the soil borings showing clay soils throughout the site, infiltration was deemed infeasible and filtration BMPs were selected as an alternative, in line with MCWD sequencing. There are 0.54 acres of total impervious across the site, requiring 2,156 cubic feet of water quality volume. The site is proposing 2,895 cubic feet of filtration basin volume. Conditional approval from the MCWD should be provided as part of future submittals to ensure that the design meets all applicable stormwater regulations. Water quality modeling was not provided, so pollutant removals cannot be confirmed to be in line with city requirements (60% TP and 90% TSS removals). Additionally, only 37% of site impervious drains to a BMP, reducing total potential treated TP and TSS. Water quality modeling (MIDS, P8, etc.) shall be provided to confirm compliance with city standards. The Stormwater Memo and supporting Hydrologic and Hydraulic HydroCAD models were reviewed. The HydroCAD modeling shows the site is meeting rate control to each of the discharge points for the 2-, 10-, and 100-year storm events. The applicant shall provide a final version of the Stormwater Management Report and all modeling to address remaining comments and confirm rate, volume, and water quality requirements are met as part of the final site plan approval. As outlined in the City’s Surface Water Management Plan adopted in December 2018, the city requires at least 3 feet of freeboard between a building elevation and adjacent ponding features. Based on the HydroCAD HWL modeling results and the submitted grading plan, both the existing and proposed buildings adjacent to the southern filtration basin do not meet this freeboard requirement. Additionally, there is less than 1 foot of freeboard between the building elevations and the southern filtration basin emergency overflow. Grading and/or BMP design shall be modified to meet city freeboard requirements. The applicant shall revise the design and provide additional information in the Stormwater Management Report to outline how the proposed design meets freeboard requirements. The proposed BMPs and storm sewer are to be privately owned and therefore will require an Operations and Maintenance (O&M) Agreement and associated plan. The plan will need to identify the maintenance schedule, responsible party, and should include information on how the system will be cleaned out. The proposed BMPs shall be placed outside of drainage and utility easements unless approved by the City Engineer. The Stormwater O&M plan shall be recorded concurrently with the site plan. MISCELLANEOUS 103 Hope House September 13, 2024 Page 9 of 14 RR Existing Proposed Lot Area 2.5 acres 1.06 acres 2.14 acres Hardcover 30% 33.8% 25.3% Lot Width 200 ft 246.5 ft 361 ft Lot Depth 200 ft 191 ft 264 ft Front Setback 50 ft 76 ft 76 ft Side Setback (East) 10 ft 113 ft 113 ft Side Setback (West) 10 ft 106 ft 167 ft Rear Setback 50 ft 46 ft 106 ft The proposed lot calculations show the dimensions of the lot after the lot line adjustment occurs as a condition of approval for the Conditional Use Permit. The lot line adjustment decreases the existing nonconformity for lot area. Staff finds that the applicant has met the general standards for all conditional uses and the standards for group homes. The applicant shall provide the city with a copy of their updated State of Minnesota license once obtained. ANALYSIS Site Plan Findings In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: 1. Consistency with the elements and objectives of the city's development guides, including the Comprehensive Plan, official road mapping, and other plans that may be adopted; 2. Consistency with this division; 104 Hope House September 13, 2024 Page 10 of 14 3. Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; 4. Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; 5. Creation of functional and harmonious design for structures and site features, with special attention to the following: a. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors, and general community; b. The amount and location of open space and landscaping; c. Materials, textures, colors, and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and d. Vehicular and pedestrian circulation, including walkways, interior drives, and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic, and arrangement and amount of parking. 6. Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air, and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed project is consistent with the design requirements, the Comprehensive Plan, the Zoning Ordinance, and the Site Plan Review requirements. The site design is compatible with its surroundings. Conditional Use Permit Findings 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: 1. Will not be detrimental to or endanger the public health, safety, comfort, convenience, or general welfare of the neighborhood or the city. 105 Hope House September 13, 2024 Page 11 of 14 Finding: The proposed project will not be detrimental to or endanger the public health, safety, comfort, convenience, or general welfare of the neighborhood or the city. 2. Will be consistent with the objectives of the city's Comprehensive Plan and this chapter. Finding: The proposed use is consistent with the city’s Comprehensive Plan and complies with city ordinance requirements. 3. Will be designed, constructed, operated, and maintained so as 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. Finding: The proposed project complies with city ordinance requirements. The project architecture maintains the character of the surrounding single-family neighborhoods. 4. Will not be hazardous or disturbing to existing or planned neighboring uses. Finding: The proposed project will not be hazardous to existing or planned neighboring uses and will be designed and constructed to meet all code requirements. 5. 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. Finding: The proposed project will be served adequately by essential public facilities and services. 6. Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. Finding: The proposed project will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. 7. 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. Finding: The proposed project should not create conditions that are detrimental to any persons, property, or the general welfare of the community. 8. Will have vehicular approaches to the property that do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. 106 Hope House September 13, 2024 Page 12 of 14 Finding: The proposed project will not interfere with traffic circulation and will use existing site access. 9. Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. Finding: The proposed project will not destroy or damage natural, scenic, or historic features. 10. Will be aesthetically compatible with the area. Finding: The proposed project will be aesthetically compatible with the area as it will continue to resemble a single-family home. 11. Will not depreciate surrounding property values. Finding: The proposed project should not depreciate surrounding property values. 12. Will meet standards prescribed for certain uses as provided in this article. Finding: The proposed project will meet standards established for group homes. RECOMMENDATION Staff recommends the Planning Commission adopt the following motion: "The Chanhassen Planning Commission recommends the City Council approves the Conditional Use Permit with the conditions as presented and the site plan for the construction of a group home with a capacity up to 8 persons located at 3010 W 78th Street, Excelsior, MN, and adopts the attached Findings of Fact and decision.” STAFF CONDITIONS Planning 1. The project shall comply with the requirements in SECTION 20-261. GROUP HOMES of the Zoning Ordinance. 2. The group home shall be limited to a maximum occupancy of eight persons. 3. The applicant must complete a lot line adjustment so that all improvements associated with Hope House exist on the same property, located at 3010 W 78th Street, Chanhassen, MN prior to the conditional use permit being recorded. 107 Hope House September 13, 2024 Page 13 of 14 4. The applicant must submit a copy of their updated state group home license to the city once it is received. 5. The Site Development Summary must be updated to show standards for the Chanhassen City Code and the Rural Residential zoning district. 6. Additional lighting locations as well as the proposed lighting styles and a photometric plan must be provided for the entire site. Exterior lighting shall have a cut-off angle no greater than 90 degrees. Forestry 1. Applicant must update the tree inventory to reflect which trees will be removed and which trees will be saved. 2. Applicant must install tree protection fencing outside of the dripline of trees that are to be preserved prior to construction. Silt fencing should not be installed within the dripline of preserved trees wherever possible. 3. Applicant must include buffer yard calculations in accordance with Chapter 20 Sec 20-1176 on the landscape plan. 4. Applicant must update the plant schedule to reflect city diversity requirements where no more than ten percent of the trees may be from any one tree species, no more than 20 percent of the trees may be from any one genus, and no more than 30 percent of trees from any one family. 5. Applicant must update the landscape legend to indicate which species are being planted in which location. 6. Applicant must update the landscape summary to include the canopy coverage that is being preserved and update the number of trees provided to match the number of trees in the plant schedule. Engineering 1. The developer shall enter into a site plan agreement with the City and provide necessary financial security to guarantee compliance with the terms of site plan approval. 2. The developer shall enter into encroachment agreements for all existing and proposed improvements located in public easements. The encroachment agreements shall be recorded prior to or concurrently with the site plan agreement. Water Resources 108 Hope House September 13, 2024 Page 14 of 14 1. It is the developer’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Carver County, MCWD, Board of Water and Soil Resources, MnDOT, etc.) prior to the commencement of construction activities. 2. The developer and their Engineer shall work with City staff in amending the construction plans, dated August 29, 2024 prepared by David Bade, PE with Westwood Professional Services, Inc., to fully satisfy construction plan comments and concerns. Final construction plans will be subject to review and approval by staff prior to recording of the site plan agreement. 3. Water quality modeling shall be provided to confirm the site meets the City’s water quality requirements of 60% TP and 90% TSS removal. Water quality modeling shall be approved by staff prior to recording of the site plan agreement 4. The applicant shall update modeling per City and any watershed district comments and submit updated computations and models in their native forms with the final site plan submittal and final construction plans. Any future submittals shall receive conditional approval from the watershed district prior to city staff review. 5. The applicant shall update the design and SWMP to meet the city’s freeboard requirement. Freeboard requirements shall be approved by staff prior to recording of the site plan agreement. 6. An Operations and Maintenance plan for all proposed BMPs and private stormwater infrastructure including the inspection frequency, maintenance schedule, and responsible party shall be submitted for review. A staff-approved stormwater Operations and Maintenance Agreement shall be recorded concurrently with the site plan agreement. Building 1. A building permit must be obtained before beginning any construction. 2. The building must comply with State of Minnesota standards for group homes. Fire 1. The new addition and original home will need to have a full fire sprinkler system installed. 2. The new addition and original home will require a full fire alarm system. 3. The driveway will need to be able to support the heaviest fire apparatus. 4. A turnaround will need to be provided for the largest fire apparatus (ladder truck). 5. A turn radius study is to be completed for the largest fire apparatus (ladder truck). 6. The development will need to add a fire lock box to the building (Knox Box). 109 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Open Hands Foundation for a Conditional Use Permit approval for a Group Home for 7 to 16 persons – Planning Case 2024-16. On September 17, 2024, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Open Hands Foundation for a Conditional Use Permit and Site Plan approval for the property legally described as follows: Commencing at the southeast corner of the Northwest Quarter of the Southwest Quarter (NW ¼ of SW ¼) of Section 9, Township 116 North, Range 23 West; thence 225 feet West to a point; thence 90 degrees North for a distance of 300 feet to a point; thence 90 degrees East for a distance of 225 feet to a point; thence 90 degrees South for a distance of 300 feet to the point of beginning. The Planning Commission conducted a public hearing on the proposed conditional use and site plan that was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following findings: FINDINGS OF FACT 1. Permit. On August 8, 2024, the city received a completed land use application for the property legally described above (“Property”), requesting a conditional use permit for a Group Home on the Property. 2. Property. The Property is currently zoned Rural Residential (RR). The Property is guided by the 2040 Land Use Plan for Low Density Residential. Group Homes with a capacity up to 16 persons are considered a Conditional Use within the Rural Residential (RR) zoning district. 3. Conditions. The permit is issued subject to the following conditions: Planning 1. The project shall comply with the requirements in SECTION 20-261. GROUP HOMES of the Zoning Ordinance. 2. The group home shall be limited to a maximum occupancy of eight persons. 3. The applicant must complete a lot line adjustment so that all improvements associated with Hope House exist on the same property, located at 3010 W 78th Street, Chanhassen, MN prior to the conditional use permit being recorded. 110 2 4. The applicant must submit a copy of their updated state group home license to the city once it is received. 5. The Site Development Summary must be updated to show standards for Chanhassen City Code and the Rural Residential zoning district. 6. Additional lighting locations as well as the proposed lighting styles and a photometric plan must be provided for the entire site and exterior lighting shall be required to have cut-off angle of no greater than 90 degrees. Forestry 1. Applicant must update the tree inventory to reflect which trees will be removed and which trees will be saved. 2. Applicant must install tree protection fencing outside of the dripline of trees that are to be preserved prior to construction. Silt fencing should not be installed within the dripline of preserved trees wherever possible. 3. Applicant must include buffer yard calculations in accordance with Chapter 20 Sec 20- 1176 on the landscape plan. 4. Applicant must update the plant schedule to reflect city diversity requirements where no more than ten percent of the trees may be from any one tree species, no more than 20 percent of the trees may be from any one genus, and no more than 30 percent of trees from any one family. 5. Applicant must update the landscape legend to indicate which species are being planted in which location. 6. Applicant must update the landscape summary to include the canopy coverage that is being preserved and update the number of trees provided to match the number of trees in the plant schedule. Engineering 1. The developer shall enter into a site plan agreement with the city and provide necessary financial security to guarantee compliance with the terms of site plan approval. 2. The developer shall enter into encroachment agreements for all existing and proposed improvements located in public easements. The encroachment agreements shall be recorded prior to or concurrently with the site plan agreement. Water Resources 1. It is the developer’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Carver County, MCWD, Board of Water and Soil Resources, MnDOT, etc.) prior to the commencement of construction activities. 111 3 2. The developer and their Engineer shall work with city staff in amending the construction plans, dated August 29, 2024 prepared by David Bade, PE with Westwood Professional Services, Inc., to fully satisfy construction plan comments and concerns. Final construction plans will be subject to review and approval by staff prior to recording of the site plan agreement. 3. Water quality modeling shall be provided to confirm the site meets the city’s water quality requirements of 60% TP and 90% TSS removal. Water quality modeling shall be approved by staff prior to recording of the site plan agreement 4. The applicant shall update modeling per city and any watershed district comments and submit updated computations and models in their native forms with the final site plan submittal and final construction plans. Any future submittals shall receive conditional approval from the watershed district prior to city staff review. 5. The applicant shall update the design and SWMP to meet city’s freeboard requirement. Freeboard requirements shall be approved by staff prior to recording of the site plan agreement. 6. An Operations and Maintenance plan for all proposed BMPs and private stormwater infrastructure including the inspection frequency, maintenance schedule, and responsible party shall be submitted for review. A staff-approved stormwater Operations and Maintenance Agreement shall be recorded concurrently with the site plan agreement. Building 1. A building permit must be obtained before beginning any construction. 2. Building must comply with State of Minnesota standards for group homes. Fire 1. The new addition and original home will need to have a full fire sprinkler system installed. 2. Will also require a full fire alarm system. 3. Driveway will need to be able to support our heaviest fire apparatus. 4. A turnaround will need to be provided for our largest fire apparatus (ladder truck). 5. A turn radius study is to be completed for our largest fire apparatus (ladder truck). 6. Will need to add a fire lock box to building (Knox Box). 4. Termination of Permit. The city may revoke the permit following a public hearing for violation of the terms of this permit. The city may institute any proper action or proceeding at law or at equity to prevent violations of the within property, to restrain or abate violations of the within permit, or to prevent use or occupancy of the Subject Property. 112 4 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. RECOMMENDATION The Planning Commission recommends that the City Council approves the proposed conditional use permit based on the findings of fact included herein, and subject to the conditions of the staff report. ADOPTED by the Chanhassen City Council this _____ day of _____________, 202_. CHANHASSEN PLANNING COMMISSION BY:___________________________________ Its Chair 113 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COL]NTY OF CARVER ) I, Jenny Potter, being first duly swom, on oath deposes that she is and was on September 5, 2024, the duly qualified and acting City Clerk ofthe City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy ofthe attached notice consider a request for a conditional use permit and site plan review to expand Hope House to serae seven to sixteen youth on the property located at 3010 W 78th Street. Zoned Rural Residential (RR). Owner: Westwood Church, Applicant: Open Hands Foundation to the persons named on attached Exhibit "A", by enclosing a copy ofsaid 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 ofthe County Treasurer, Carver County, Minnesota, and by other appropriate records. Jenny er.City Clerk Subscribed and swom to before me this j> day of h AMY K. WEIDMAN Notary Public-MinnesotaNotarv Public ,2024 My Commlldon Erplr.6 J.n 3l ,2021 114 Tax name Tax add l1 Tax add l2 7758 ARBOETUM LLC 4917 VINE HILL RD EXCELSIOR, MN 55331- AARON DONNELLY MARTIN 7643 ARBORETUM VILLAGE PL CHANHASSEN, MN 55317- AARON LANGE 2786 CENTURY CIR CHANHASSEN, MN 55317- AIDAN SCHELLER 7740 ARBORETUM VILLAGE CIR CHANHASSEN, MN 55317- AIMEE MELIGY 7778 ARBORETUM VILLAGE CIR #14 CHANHASSEN, MN 55317- AKPOVI OBAKPONOVWE 7768 ARBORETUM VILLAGE CIR CHANHASSEN, MN 55317- ALBERT J CROWTHER 2970 VILLAGE CT CHANHASSEN, MN 55317-4428 ALFONSO CORREA-LAPHAM & CHRISTINE M CORR 2828 CENTURY TRL CHANHASSEN, MN 55317-4420 ALICE WINEBRENNER 7793 VILLAGE PL CHANHASSEN, MN 55317- ALLEN K JR & JENNIFER R LARSON 21125 RADISSON RD SHOREWOOD, MN 55331-9189 ALLEN R & CATHERINE L LARSON 2750 CENTURY TRL CHANHASSEN, MN 55317-4417 ALTURA HOLDINGS SPE I LLC 7280 KURVERS POINT RD CHANHASSEN, MN 55317- ALYCIA D GLOVER 7672 CENTURY BLVD CHANHASSEN, MN 55317- AMELIA R MAY 7790 VILLAGE PL 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55331- RUTH L LAUFENBURGER 2824 CENTURY TRL CHANHASSEN, MN 55317-4420 RUTH WEIBY 2778 CENTURY CIR CHANHASSEN, MN 55317- RYAN FLYNN 2837 ARBORETUM VILLAGE TRL CHANHASSEN, MN 55317-4436 RYAN HANLON 7628 CENTURY CT CHANHASSEN, MN 55317- RYAN L BOUILLETTE 2815 ARBORETUM VILLAGE TRL CHANHASSEN, MN 55317-4436 RYAN STINSON 3360 W 78TH ST EXCELSIOR, MN 55331- RYAN THOMAS MCGRAIL 2988 VILLAGE LN CHANHASSEN, MN 55317-4429 RYAN WORK 1700 BASSWOOD CT CARVER, MN 55315-5000 SARA NIELSEN 7648 ARBORETUM VILLAGE PL CHANHASSEN, MN 55317-4424 SARAH L LAABS 7645 CENTURY BLVD CHANHASSEN, MN 55317- SARAH M MILLER 7715 ARBORETUM VILLAGE CIR CHANHASSEN, MN 55317- SCOTT ANDREW KIEL 2839 COACH CT CHANHASSEN, MN 55317- 123 SCOTT LUHMAN 7659 ARBORETUM VILLAGE LN CHANHASSEN, MN 55317- SCOTT RADTKE 7787 VILLAGE PL CHANHASSEN, MN 55317- SEEDA LLC 229 MINNETONKA AVE S # 286 WAYZATA, MN 55391- SHARON MENSAH 7767 VILLAGE ST CHANHASSEN, MN 55317- SHAWN ENGSTROM 2831 COACH LN CHANHASSEN, MN 55317- SHELLEY MILLESS 7752 ARBORETUM VILLAGE CIR CHANHASSEN, MN 55317- SHIRLEY MCLAUGHLIN 7705 ARBORETUM VILLAGE CIR CHANHASSEN, MN 55317- SINCLAIR JAY HEINE 7653 CENTURY BLVD CHANHASSEN, MN 55317-4415 SOFIA XOCHITL CERRITOS RAMIREZ 7778 VILLAGE PL CHANHASSEN, MN 55317-4430 SRIRAM NATARAJAN 7581 BEACON CT EXCELSIOR, MN 55331-4554 STANISLOV MORGOVSKY 1225 LIMESTONE DR S SHAKOPEE, MN 55379- STEPHANIE DANIEL 7706 ARBORETUM VILLAGE CIR CHANHASSEN, MN 55317-4426 STEPHANIE M WATFORD 2830 COACH LN CHANHASSEN, MN 55317-4434 STEVEN THOM 7634 ARBORETUM VILLAGE CIR CHANHASSEN, MN 55317-4421 STEVEN W RABY 7621 CENTURY CT CHANHASSEN, MN 55317-4419 STEVEN WENTZEL 7633 CENTURY BLVD CHANHASSEN, MN 55317- SURESH PARAMASIVAM 2024 SCHOOLMASTER DR CHASKA, MN 55318-1581 SUSAN J ISCHE 7770 ARBORETUM VILLAGE CIR CHANHASSEN, MN 55317-4426 SUSAN L CARLSON 2832 CENTURY TR CHANHASSEN, MN 55317-4420 SUSAN M QUICKSTAD LIVING TRUST 2950 HIGHWOOD DR CHANHASSEN, MN 55317-4438 SUZANNE M ZADRA 2943 VILLAGE CIR CHANHASSEN, MN 55317-4427 SYLVIA DAMPTEY 456 RIDGE CT CHASKA, MN 55318-2813 TAMI STORDAHL 7664 CENTURY BLVD CHANHASSEN, MN 55317-4415 TAMMY A EBELING 7652 CENTURY BLVD CHANHASSEN, MN 55317-4415 TAMMY M MONTE 7625 CENTURY BLVD CHANHASSEN, MN 55317-4415 TANNER WARNER 2877 ARBORETUM VILLAGE TRL CHANHASSEN, MN 55317- TERESA L MARTELL REV INTERVIVOS TRUST 2794 CENTURY CIR CHANHASSEN, MN 55317-4416 TERRI LYNN SCHEURICH 7644 CENTURY CT CHANHASSEN, MN 55317-4419 THE ARBORS HOMEOWNERS ASSN 7561 BEACON CT W EXCELSIOR, MN 55331- THE BEUCLER LIVING TRUST 2930 HIGHWOOD DR CHANHASSEN, MN 55317- THE CHARLES J SOLHEID LIVING TRUST 17351 BARBERRY CIR EDEN PRAIRIE, MN 55346- THE DZUNG NGOC NGUYEN FAMILY TRUST 7710 ARBORETUM VILLAGE CIR CHANHASSEN, MN 55317- THE JENSEN FAMILY TRUST 2770 CENTURY CIR CHANHASSEN, MN 55317- TODD J URBAN 2947 VILLAGE CIR CHANHASSEN, MN 55317-4427 124 TODD M & MARY B BERTELSON 6155 DEER RDG EXCELSIOR, MN 55331-3266 TODD M STOFFEL 9293 DARTMOUTH AVE EDEN PRAIRIE, MN 55347-1927 TRAVIS CHRISTL 2615 PONDVIEW CURV VICTORIA, MN 55386- TRIEU NGUYEN 2865 ARBORETUM VILLAGE TRL CHANHASSEN, MN 55317- TROY PETER 7714 ARBORETUM VILLAGE CIR CHANHASSEN, MN 55317- TRUNG MINH PHAM 8974 BELVEDERE DR EDEN PRAIRIE, MN 55347- VANESSA P DREWS 2818 ARBORETUM VILLAGE TRL CHANHASSEN, MN 55317- VINAY REDDY PODDUTURI 7637 CENTURY BLVD CHANHASSEN, MN 55317-4415 VINH Q DO NGUYEN 6540 PINNACLE DR EDEN PRAIRIE, MN 55346-1905 VISWANATH DHYARAM 7714 COACH DR CHANHASSEN, MN 55317- WAYNE ALAN KASK 7650 ARBORETUM VILLAGE PL CHANHASSEN, MN 55317- WENDY CHRISTENSON 7681 CENTURY BLVD CHANHASSEN, MN 55317- WENYUAN LU WEBER 2752 SIMMONS CHASKA, MN 55318-1164 WESLEY L DOOLITTLE 2775 CENTURY CIR CHANHASSEN, MN 55317- WESTWOOD COMMUNITY CHURCH 3121 WESTWOOD DR EXCELSIOR, MN 55331-8044 WILLIAM COLOPOULOS JR TRUST AGREEMENT 2970 HIGHWOOD DR CHANHASSEN, MN 55317- WILLIAM G LOOMIS 7620 CENTURY CT CHANHASSEN, MN 55317-4419 WILLIAM KRAMLINGER 2849 ARBORETUM VILLAGE TRL CHANHASSEN, MN 55317- YI SUN 2763 CENTURY CIR CHANHASSEN, MN 55317- YURI FARBER 9801 34TH AVE N MINNEAPOLIS, MN 55441-2466 125 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. 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 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. «Tax_name» «Tax_add_l1» «Tax_add_l2» 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. 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 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. «Next Record»«Tax_name» «Tax_add_l1» «Tax_add_l2» Subject Parcel Subject Parcel 126 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 17, 2024 at 6:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Proposal: Consider a request for a CUP and Site Plan Review expanding Hope House to serve up to sixteen youth on the property located at 3010 W 78th Street Applicant: Open Hands Foundation Owner: Westwood Community Church Property Location: 3010 W 78th Street A location map is on the reverse side of this notice. What Happens at the Meeting: 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 for the project. 3. Comments are received from the public. 4. Public hearing is closed and the Planning Commission discusses the project. Questions & Comments: To view project documents before the meeting, please visit the city’s proposed development webpage at: www.chanhassenmn.gov/proposeddevelopments. If you wish to talk to someone about this project, please contact Rachel Jeske by email at rjeske@chanhassenmn.gov or by phone at 952-227-1137. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online on the city’s Agendas & Minutes webpage the Thursday prior to the Planning Commission meeting. Sign up to receive email updates about this or other projects. Go to https://www.chanhassenmn.gov/i-want-to/subscribe City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments, Variances, Appeals, 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 repor ts 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 clo se the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affi rm 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 stan dard. 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 perso n(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 something to be included in the report, please contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 17, 2024 at 6:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Proposal: Consider a request for a CUP and Site Plan Review expanding Hope House to serve up to sixteen youth on the property located at 3010 W 78th Street Applicant: Open Hands Foundation Owner: Westwood Community Church Property Location: 3010 W 78th Street A location map is on the reverse side of this notice. What Happens at the Meeting: 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 for the project. 3. Comments are received from the public. 4. Public hearing is closed and the Planning Commission discusses the project. Questions & Comments: To view project documents before the meeting, please visit the city’s proposed development webpage at: www.chanhassenmn.gov/proposeddevelopments. If you wish to talk to someone about this project, please contact Rachel Jeske by email at rjeske@chanhassenmn.gov or by phone at 952-227-1137. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online on the city’s Agendas & Minutes webpage the Thursday prior to the Planning Commission meeting. Sign up to receive email updates about this or other projects. Go to https://www.chanhassenmn.gov/i-want-to/subscribe City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments, Variances, Appeals, 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 repor ts 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 clo se the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affi rm 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 stan dard. 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 perso n(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 something to be included in the report, please contact the Planning Staff person named on the notification. 127 AFFIDAYIT OF PUBLICATION STATE OF MINNESOTA ) COUNTY OF HENNEPIN CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTIGE OF PUBLIC HEARING PI.ANN!NG GASE NO.202+16 NOTICE lS HEREBY GIVEN that the Chanhassen Planning Commis- sion will hold a public hearing on Tuesday, September 17,2024, at 6:00 p.m. in the Council Chambers in Chanhassen City Hall, 77OO Mar ket Blvd. The purpose of this hear- ing is to consider a request for a CUP and Site Plan Review expand- ing Hope House to serve up to six- teen youth on the property located at 3010 W 78th Street, zoned Rural Residential (RR). Property Owner: Wbstwood Community Church, Ap- plicant: Open Hands Foundation. Project documents for this request are available lor public review on the city's website at www.chanhassenmn.gov/ oroposeddevelopments or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Rachel Jeske Planner Email: rieske@chanhassenmn.gov Phone: 952-227-1'137 Samantha DiMaggio Community Devslopment Director Email: sdimaggio@chanhassenmn.gov Phone:952-227-1148 Published in the Sun Sailor September 5, 2024 1 41 8265 ss I do solemly swear that the notice, as per the proof, was published in the edition of the SS Mtka Excelsior-Eden Prairie with the known office of issue being located in the county ol HENNEPIN with additional circulation in the counties of: HENNEPIN and has full knowledge of the facts stated below: (A) The newspaper has complied vrith all of the requirements constituting qualifica- tion as a qualified newspaper as provided by Minn. Stat. $331A.02. (B) This Public Notice was printed and pub- lished in said newspaper(s) once each week, for I successive week(s); the first insertion being on 0910512024 and the last insertion being on 0910512024. MORTGAGE FORECLOSI.]RE NOTICES Pursuant to Minnesota Stat. $580.033 relating to the publication of mortgage foreclosure notices: The newspaper complies with the conditions described in $580.033, subd. 1, clause (l) or (2). If the newspaper's known oflice of issue is located in a county adjoining the county where the mortgaged premises or some part of the mortgaged premises described in the notice are located, a substantial portion of the newspaper's circulation is in the latter Designated Subscribed and sworn to or affirmed before me on 0910512024 Notary Public Rate [nformation: (l) Lowest classified rate paid by commercial users for comparable space: $999.99 per column inch By: ffi Darlene Marie MacPherson Notary Public Minnesota Crmmission ExPires 1 /31 /2029 MY Ad ID 1418265 128 Planning Commission Item September 17, 2024 Item Consider a Conditional Use Permit for a Contracting Yard at 1591 Park Road. (Planning Case #24-09) File No.Planning Case #24-09 Item No: B.3 Agenda Section PUBLIC HEARINGS Prepared By Rachel Arsenault, Associate Planner Applicant Tiger Investors LLC Present Zoning Industrial Office Park District (IOP) Land Use Office/Industrial Acerage 5.27 Density Applicable Regulations Chapter 20, Article 20-IV Conditional Uses Chapter 20 Article 20-XXII "IOP" Industrial Office Park SUGGESTED ACTION The Chanhassen Planning Commission recommends approval of the requested conditional use permit for a contracting yard subject to the conditions of approval and adoption of the Findings of Fact and Recommendation. SUMMARY The property owner is requesting recommendation of approval for the conditional use permit for a contracting yard located at 1591 Park Road. BACKGROUND Historically this property was the public works building for the city of Chanhassen. The property is 129 currently being rented to two businesses, one of which is using a portion of the site as a contractors yard. A contractors yard is a Conditional Use within the properties zoning district and as a result the owner is pursuing a conditional use permit to bring the current tenant operations into conformance. DISCUSSION RECOMMENDATION Staff recommends that the Planning Commission recommend approval of the requested conditional use permit for a contracting yard subject to the conditions of approval and adoption of the Findings of Fact and Recommendation. ATTACHMENTS Land Use Application Land Use Application Narrative CUP Civil Design Plan Set Staff Report - Planning Staff Report - Water Resources 1591 Park Road Inspection Report CUP Findings of Fact - Planning Commission Affidavit of Mailing 24-09 Affidavit of Publication 24-09 130 131 132 STATEMENT OF COMPLIANCE Our request for a Contracting Yard Conditional Use Permit (CUP) is submitted to be in compliance of the 5 CUP standards as noted in Section 20-289 of the city zoning code and the 12 general standards for a CUP. Beniek Property Services, Inc (BPS), is an outdoor maintenance company. We are deeply rooted in the community. Brian Beniek, the president, and owner was born and raised in Chanhassen. As the business he created has grown over the decades he’s rented several properties throughout Chanhassen. Since 2003 we have been operating out of rented space from B&C Land Company, LLC, located at 8229 Upland Cir., Chanhassen MN 55317-You may refer to CUP #03-07, Contractor’s Yard. For the last 12 years Beniek Property Services (BPS) has used the site as an extension of its current operation. BPS intends to continue to use the outdoor storage space at 1591 Park Rd for overflow storage. We currently store off - season equipment such as lawn trailers and pushers for payloaders – most of this equipment sits behind and west side of the southeast building. We are using the hoop shed located on the south of the property to store salt for our winter operations. On the southwest area of the property, we are storing landscape materials including mulch, black dirt, rock/boulders, etc. in bunkers on site. We also use this space for the staging of brush piles and tree stumps until the pile can be chipped and items can be hauled off site for disposal. Employee traffic in and out of the space is minimal. On average there may be 2 to 3 vehicles throughout the day, picking up or dropping off supplies or equipment. BPS is designated just over an acre of land for the Contractor Yard CUP. The contractor yard is located in the southwest portion of the property and extends east to encompass the hoop building and a portion of the southeast building as our tenant space. (See attached Exhibits). A shared cross-access driving agreement will be created to provide access to Park Road. There are no proposed changes to the current site or buildings. The area of the proposed contractor yard has been operating as a storage facility since 2006, going back to the city utilizing the site for its public works operations. There is an existing stormwater pond in the southwest corner of the property outside of the designated contractor yard area. Erosion control fencing has been installed to prevent soil from the contractor yard from entering the pond and until a more permanent solution is developed with the property owner. The site is naturally screened from public view due to its location and separation from other uses. The contractor yard operates in the south portion of the site behind the main building , which screens the operation from Park Road. To the south the yard abuts a railroad with the closest building approximately 325 feet from the site. The building faces away from the yard with the closest public street being approximately 700 feet to the south. The contractor yard lies approximately 150 feet from Audubon Road to the west. The yard is separated from public views of vehicles using Audubon Road by existing trees and a topographical change that restricts direct views of the yard. The east side of the contractor yard is approximately 120 feet from the east lot line. The east lot abuts the side yard of an industrial site that has minimal views toward the yard and is screened by an opaque covered chain link fence plus several trees along the southeast corner of the property. This space has been very important to us in operating our business as well as the community. We serve many local businesses as well as several local hospitals and clinics and multiple public and school transportation depots. We look forward to continuing operations from this site to best support our customers and surrounding communities. Beniek Property Services. 133 2331708.09.24_LBTGCONTRACTORS YARD EXHIBIT1591 PARK ROADCHANHASSEN, MINNESOTAPROJECT No.DATE:REVISED:DRAFTER:REVIEWER:engineering, inc.mooreNWES30Scale in Feet0FILE LOCATION: R:\Projects\23000\23300\23317\CIVIL\PRESENTATION\23317_ProposedConditions.dwg LEGENDAREAS:KEYNOTES134 PROJECT No. DATE: REVISED: DRAFTER: REVIEWER: 23317 06.17.24 _ LFB ### EXISTING CONDITIONS 1591 PARK ROAD CHANHASSEN, MINNESOTA engineering, inc. mooreFILE LOCATION: R:\Projects\23000\23300\23317\CIVIL\PRESENTATION\23317_ExistingConditions.dwgN W E S Scale in Feet 0 40 LEGEND AREAS: 135 2331708.09.24_LBTGDRAINAGE EXHIBIT1591 PARK ROADCHANHASSEN, MINNESOTAPROJECT No.DATE:REVISED:DRAFTER:REVIEWER:engineering, inc.mooreNWES30Scale in Feet0FILE LOCATION: R:\Projects\23000\23300\23317\CIVIL\PRESENTATION\23317_ProposedConditions.dwg LEGENDKEYNOTES136 Applicaon: Condional Use Permit for Contractors Yard to be lo cated at 1591 Park Road Planning Commission Review Date: September 17, 2024 City Council Review Date: September 23, 2024 60 Day Acon Deadline: October 7, 2024 Case #: 24-09 Project Address: 1591 Park Road Draed By: Rachel Arsenault Staff Report Date: September 11, 2024 Summary of Request: The property owner is requesng a condional use pe rmit for a contracng yard to be permi,ed on the property loca ted at 1591 Park Road. LOCATION: 1591 Park Road PROPOSED MOTION: “The Chanhassen Planning Commission recommends approval of the requested conditional use permit for a contracting yard subject to the conditions of approval and adoption of the Findings of Fact and Recommendation.” 137 OWNER: Tiger Investors LLC ZONING DISTRICT: Industrial Office Park (IOP) 2040 LAND USE: Office Industrial ACREAGE: 5.27 Acres LEVEL OF CITY DISCRETION IN DECISION MAKING: 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. Noce of this public hearing has been mailed to all property owners within a quarter mile. APPLICABLE REGULATIONS: Chapter 20, Article 20-IV Conditional Uses Chapter 20 Article 20-XXII "IOP" Industrial Office Park BACKGROUND Historically this property was the public works building for the city of Chanhassen. The property currently has a landscaping company as a tenant which uses the property in part as a Contractors Yard. The Property Owner and landscaping company were made aware that a Condional Use Permit (CUP) is required in order to operate a contractor’s yard at the property. As a result, the property owner is pursuing a condional use permit to bring the property into compliance. EXISTING CONDITIONS: The property currently has two tenants: automove r epair and a landscaping contractor business. The property currently has two buildings constructed on it as well as a hoop house for salt storage, and concrete storage bins for organizaon of various landscaping materials. SITE PLAN: The Applicant is proposing to repave the area proposed to be ulized as a contractor’s yard as the pavement is currently in poor condion. In addi on, the paved area will be confined with curbing to properly direct the stormwater. The southwest poron of the property is proposed to be remediated back into pervious ground cover and landscaped which will reduce the amount of stormwater generated and required to be treated by the site. 138 CONDITIONAL USE PERMIT CODE: Sec 20-232 General Issuance Standards The planning commission shall recommend a condiona l use permit and the council shall issue such condional use permits only if it finds that such use at the proposed locaon: a) Will not be detrimental to or endanger the public health, safety, comfort, convenience, or general welfare of the neighborhood or the city. b) Will be consistent with the objecves of the city's comprehensive plan and this chapter. c) Will be designed, constructed, operated, and maintained so to be compable in appearance with the exisng or intended character o f the general vicinity and will not change the essenal character of that area. d) Will not be hazardous or disturbing to exisng or p lanned neighboring uses. e) Will be served adequately by essenal public facili es and services, including streets, police and fire protecon, drainage structures, refuse disposal, water and sewer systems, and schools; or will be served adequately by such facilies and services provided by the persons or agencies responsible for the establishment of the proposed use. f) Will not create excessive requirements for public facilies and services and will not be detrimental to the economic welfare of the community. g) Will not involve uses, acvies, processes, materia ls, equipment, and condions of operaon that will be detrimental to any persons, p roperty, or the general welfare due to excessive producon of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h) Will have vehicular approaches to the property which do not create traffic congeson or interfere with traffic or surrounding public thoroughfares. i) Will not result in the destrucon, loss or damage o f solar access, natural, scenic or historic features of major significance. j) Will be aesthecally compable with the area. k) Will not depreciate surrounding property values. l) Will meet standards prescribed for certain uses as provided in this arcle. (Ord. No. 80, Art. III, § 2(3-2-3), 12-15-86; Ord. No. 377, § 23, 5-24-04) The proposed contracng yard complies with the stan dards required for contracng yards in City Code. Sec 20-289 Contracng Yard 1. Equipment and supply storage must be screened or enclosed. Screening shall comply with buffer yard D and F4 fencing as specified in this chapter. 2. Vehicles/equipment shall be stored within an enclosed or screened area. 3. No unlicensed or inoperable vehicle/equipment shall be stored on-premises. 139 4. All chemicals shall be stored in proper storage facilies, specified by OSHA regulaons. 5. The contractor shall be licensed, bonded and insured. (Ord. No. 377, § 27, 5-24-04) LANDSCAPING This property requires year-round screening, accomplished through a fence or coniferous trees. The southern property line is sufficiently screened from view with thick tree planngs, the east property line is screened using fencing, and the north is screened by the building and addional landscaping. The west property line contains a hole in the screening beginning 130 feet south of the NW property corner, spanning 75 feet long towards the SW property corner. This area is composed of trees with canopies that begin roughly 6 feet in the air, leaving a gap of visibility to the property. This screening should be improved by adding two spruce trees inside the property along the driveway to the contractor’s yard. STAFF RECOMMENDATION: Staff finds the proposal conforms to the general issuance standards. Staff recommends approval of the requested condional use permit for a contra cng yard subject to the condions of approval and adopon of the Findings of Fact and Re commendaon. CONDITIONS: a) Equipment and supply storage must be screened or enclosed at all mes by fencing or vegetave screening. Screening shall com ply with city code. b) Vehicles/equipment shall be stored within an enclosed or screened area. c) No unlicensed or inoperable vehicle/equipment shall be stored on-premises. d) All chemicals shall be stored in proper storage facilies, specified by OSHA regulaons. e) The contractor shall be licensed, bonded and insured. f) All pavement surfaces must be repaired and maintain a quality level of condion, free from potholes and crumbling. g) The scope of the Contractors Yard may be increased if the amount of paved and screened area is increased, up to the allowed amount according to the zoning district, Industrial Office Park (IOP). Increase in impervious surface may require modificaons and alteraon to the stormw ater migaons on site. h) Two spruce trees, a minimum of 4 feet tall at plan ng measured from finished grade, shall be planted along the driveway within the property, along the NW corner of the space defined as contractor yard on the site plan Exhibit C. 140 Memorandum To: Rachel Arsenault, Associate Planner From: Joe Seidl, Water Resources Engineer CC: Charles Howley, Public Works Director/City Engineer George Bender, Assistant City Engineer Charlie Burke, Public Works Operations Manager Date: 09/06/2024 Re: 1591 Park Road Conditional Use Permit Project Overview The property owner seeks a conditional use permit to establish a contracting yard at 1591 Park Road. Contractor yards typically store construction and landscaping materials and equipment. These materials may include dirt, sand, construction debris, salt, fuel, and raw building materials such as lumber and concrete blocks. Equipment might include trucks and construction vehicles like skid steers, excavators, and bulldozers. Due to the nature of these materials and equipment, contractor yards have a higher risk of pollutant transport, especially because materials like dirt and salt can be easily eroded by wind and water. Historically, this property served as a public works building for the City of Chanhassen and had a similar use. The applicant has provided supporting documents for the conditional use permit request, which were reviewed by the Water Resources Department. These documents include: · Overall Site Plan (Moore Engineering Inc., dated 5/31/24) · Contractor Yard Site Plan (Moore Engineering Inc., dated 5/31/24) · Stormwater Memo (Moore Engineering Inc., dated 8/9/24) · Contractor’s Yard Exhibit (Moore Engineering Inc., dated 8/9/24) · Drainage Plan Exhibit (Moore Engineering Inc., dated 8/9/24) 141 Documented Water Resources Issues In May 2023, City staff visited the site in response to complaints about its condition. The site exhibited numerous erosion and sediment control issues, including missing best management practices (BMPs) like perimeter controls, insufficient buffer areas, large areas of disturbed soil, and uncovered stockpiles. These issues led to sediment and pollutants entering the onsite wetland/stormwater pond and potentially impacting downstream City infrastructure and local water resources. The site also showed failing stormwater infrastructure, exacerbating sediment and erosion problems. The Erosion and Sediment Control Inspection Report of May 5, 2023, details the site’s past condition and is included as a reference to this memo. Spring 2023 – Photo of Stockpile and Depressional Area 142 Spring 2023 – Photo of Contractor’s Yard Since 2023, the owner has addressed some of the onsite issues by removing stockpiles and installing silt fence and other Erosion and Sediment Control BMPs. However, disturbed soils and failing stormwater infrastructure remain onsite. Wetlands A small depression in the southwest corner of the property appears to have wetland characteristics, with wetland vegetation observed during staff inspections conducted in 2023. This area is classified as a wetland on the City’s GIS inventory. Aerial photographs from 1969 and subsequent observations indicate the presence of standing water in this depression since the late 1980s/early 1990s. 143 A review of older site plans from the 1980’s indicates the presence of a depression/channel that was modified with the development of the site. It is possible that the intent of the modifications was to create a stormwater management feature, however more detailed review is required to make an official Wetland Conservation Act decision. It is recommended that the applicant conduct a wetland delineation to confirm whether this depression is a jurisdictional wetland. If classified as such, the site should comply with Article 20-6 Wetland Protection of the City Code, which includes establishing buffer areas and potentially wetland restoration. If the area is classified as a stormwater management feature, then the applicant could use this area to manage the runoff generated by the site. Drainage The site primarily drains to the southwest into the onsite wetland/stormwater pond. From there, stormwater flows southwest through a railroad ditch system into a City maintained wet pond before discharging into Bluff Creek. The northern part of the site drains into the City storm sewer along Park Road, with stormwater eventually reaching Riley Creek. There is limited onsite stormwater infrastructure including pipes and catch basins which appear to be private as they act to drain private property, are not contained in easements, and do not benefit the public. The proposed plans will not significant alter the existing drainage patterns. Some existing impervious surfaces will be removed and revegetated, and new stormwater infrastructure, including bituminous curbs and stabilized curb cuts, are proposed to help manage runoff. The Contractor Site Plan includes temporary BMPs like hay bales and silt fences for interim site management. A new bituminous drive lane was added in 2023 without permits. No new permanent BMPs for stormwater management are currently proposed. Erosion Control The exact area of disturbance is unclear but appears to exceed 5,000 square feet. If the disturbance is over one acre, the project will require a General Permit Authorization to Discharge Stormwater Associated with Construction Activity (NPDES Construction Permit). The project must comply with Section 19-145 of the City Code regarding Erosion and Sediment Control. Given the disturbance size and sediment transport concerns, the applicant should submit an Erosion and Sediment Control Plan adhering to City regulations. All erosion control measures must be installed and inspected by City staff before site grading/construction begins. If disturbance exceeds one acre, a Stormwater Pollution Prevention Plan (SWPPP) should be included in the next submittal. 144 The site is within the Riley Purgatory Bluff Creek Watershed District (RPBCWD). The district requires an erosion and sediment control permit if the site grades 50 cubic yards or more of earth or disturbs 5,000 square feet or more of area. The applicant should confirm whether these thresholds are met and secure all necessary permits, including after-the-fact permits. Stormwater Management The City's Code Section 20-232 outlines General Issuance Standards for Conditional Use Permits. Relevant standards include: Sec 20-232 General Issuance Standards The planning commission shall recommend a conditional use permit and the council shall issue such conditional use permits only if it finds that such use at the proposed location: a. Will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. Will be consistent with the objectives of the city's comprehensive plan and this chapter. e. 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. City Code requires that site be in compliance with the objectives of Chanhassen’s Comprehensive Plan. The Local Stormwater Management Plan (LSWMP) is part of the city’s Compressive Plan. The first three goals of the LSWMP are: Goal 1. Promote abstraction through infiltration, reuse and other methods where practicable to do so to provide flood protection, ground water recharge and improved water quality. Goal 2. Achieve water quality standards in lakes, streams, and wetlands consistent with their designated uses and established classifications. Goal 3. Protect and rehabilitate wetlands to maintain or improve their function and value. When not properly managed, a contractor’s yard increases pollution risks to downstream water resources and can increase maintenance needs on downstream stormwater infrastructure. This would not align with the goals of the LSWMP and as a result a contractor’s yard requires proper stormwater management facilities in order to meet the goals of the City’s LSWMP. The onsite wetland/stormwater pond is in disrepair and there have been documented erosion and sediment control issues that have very likely impacted local water quality. To comply with City Code and 145 the LSWMP, it is recommended that the applicant develop a comprehensive stormwater management plan, including: · Paved surfaces for maintenance · Develop and implement an Erosion and Sediment Control Plan · Permanent private stormwater management facilities meeting water quality standards · Assessment and repair of existing stormwater infrastructure · Covered storage facilities · Schedule of regular maintenance activities as needed to manage the contractor’s yard (practices to contain sediment, fuel, and other runoff associated with contracting yards) · Execution of an Operations and Maintenance Agreement to ensure the functionality of the private stormwater infrastructure onsite. The project is also subject to RPBCWD rules and regulations. The applicant should confirm any applicable rules and obtain necessary permits as part of the Conditional Use Permit. WATER RESOURCES CONDITIONS: 1. It is the developer’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Carver County, RPBCWD, Board of Water and Soil Resources, MnDOT, etc.) prior to the commencement of construction activities. 2. The applicant shall complete a wetland delineation onsite to confirm if the depressional area is a jurisdictional wetland. If any area onsite is determined to be a jurisdictional wetland then the applicant shall revise plans to meet all applicable city code regulations. The Wetland delineation shall be completed within 3 months after the approval of the Conditional Use Permit. 3. The applicant and their Engineer shall work with City staff in amending the construction plans, dated May 31, 2024, and August 9, 2024 prepared by Moore Engineering Inc. to fully satisfy construction plan comments and concerns within 6 months after the approval of the Conditional Use Permit. 4. The applicant shall provide updated plans and models to demonstrate that the contractor’s yard site is meeting water quality standards. A permanent BMP to manage the runoff generated by the contractor’s yard is anticipated. These models shall be submitted as part of all future submittals. 5. The applicant shall create a storm water management plan approved by staff to describe how the site is meeting city requirements including water quality and erosion control. The stormwater management plan including site improvements shall be executed within 12 months after the approval of the Conditional Use Permit. 146 6. The developer shall enter into encroachment agreements for all existing and proposed improvements located in public easements. The encroachment agreements shall be recorded within 12 months after the approval of the Conditional Use Permit. 147 Construction ESC Inspection Form Date & Time of Inspection: 05/05/2023 Weather Conditions:Partly Cloudy Reason for Inspection:Compliant Check 24 Hour Precipitation:in. Project Name:1591 Park Rd Project Number R-0000000-00089 NPDES Permit #:Owner/Permittee:Roadrunner Truck Repair Inc MN State Duty Officer: 651.649.5451 or 800.422.0798 Contractor/Permittee:. Site Contact 1:Site Contact 2: In attendance:RP General Site Activities: No current activity on site. Some trucking going in and out. Inspection Findings: 1.Exit BMPs/Adjacent Roadway Noncompliant 2.Construction Phasing N/A 3.Buffer Zones Noncompliant 4.Concrete Washout N/A 5.Dewatering/Bypass Pumping N/A 6.Polymer/Flocculent Application N/A 7.Ditch Checks N/A 8.Grading/Earthwork Noncompliant 9.Dust Control/ Wind Erosion N/A 10 . Inlet Protection Noncompliant 11 . ESC BMP Maintenance N/A 12 . Outlet Control Structure (24 hrs.) N/A 13 . Inclement Weather Ready Noncompliant 14 . Perimeter Sediment Controls Noncompliant 15 . Redundant Perimeter Controls Noncompliant 16 . Turbidity Curtain/Fence N/A 17 . Soil Stockpile Protection Noncompliant 18 . Offsite Discharges Noncompliant 19 . Directional Drilling N/A 20 . Stabilization Measures/24 Hour Noncompliant 21 . Secondary/Hazard Containment N/A 22 . Stabilization Measures/7 Day Noncompliant 23 . Waste/Trash Containment Noncompliant 24 . Stabilization Measures/14 Day N/A Items that need maintenance: 148 Status: Open Correct By: 05/10/2023 Location: Rear yard Details: Storm basin in SW corner not being protected. Stockpiles must have robust erosion control installed between exposed soil and basin area. All debris and equipment must be removed from basin area. Immediate action must be taken. Code 19-145 Status: Open Correct By: 05/10/2023 Location: Outlet pipe from storm basin Details: Outlet pipe failure. Exiting south end of pond. pipe sections disconnected erosion around structure is significant. Energy dissipation must be installed and pipe structure repaired to function properly. Code 19- 145 and engineering specs Status: Open Correct By: 05/10/2023 Location: Storm basin illicit discharge Details: Illicit discharge into basin area. Identify, report, and clean up illicit discharge of orange/yellow material leaching into pond. A plan must be implemented to remove spill. This will be reported to the MPCA as an illicit discharge. City code 19-128 Status: Open Correct By: 05/10/2023 Location: Stockpiles Details: Large soil stockpiles must be fully stabilized and fully contained by physical barrier. Exposed soils cannot remain open onsite. The height of these piles makes them highly susceptible to washing. Create a plan for removal or protection City code 19- 145 Status: Open Correct By: 05/19/2023 Location: Submit a plan for Sitewide erosion and sediment control Details: Submit a plan showing location of BMPs that will be installed and a timeline for installation. City will review, plan must be approved and site work completed within directed timeline. Plan must show all stockpiles and areas of exposed soil. Code 19- 145 Status: Open Correct By: 05/10/2023 Location: Park Rd Details: Street sweeping required. Entrance area is tracking sediment and gravel out into right-of-way. Street sweeping must be done to maintain access area. Code 19-145 Inspector Signature: 05/05/2023 149 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND DECISION IN RE: Application of Tiger Investors LLC for a Conditional Use Permit (CUP). The Planning Commission conducted a public hearing on the proposed conditional use permit which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and made the following Findings of Fact on the remaining application. FINDINGS OF FACT 1. Permit. On August 8, 2024, the city received a completed land use application for the property legally described as Lot 10 & 11, Block 5, Chanhassen Lakes Business Park (“Property”), requesting a conditional use permit for a contracting yard on the Property. 2. Property. The Property is currently zoned Industrial Office Park (IOP). The Property is guided by the 2040 Land Use Plan for Office Industrial Use. Contracting yards are considered a Conditional Use within the Industrial Office Park (IOP) zoning district. 3. Conditions. The permit is issued subject to the following conditions: a) Equipment and supply storage must be screened or enclosed at all times by fencing or vegetative screening. Screening shall comply with city code. b) Vehicles/equipment shall be stored within an enclosed or screened area. c) No unlicensed or inoperable vehicle/equipment shall be stored on-premises. d) All chemicals shall be stored in proper storage facilities, specified by OSHA regulations. e) The contractor shall be licensed, bonded, and insured. f) All pavement surfaces must be repaired and maintain a quality level of condition, free from potholes and crumbling. g) The scope of the Contractors Yard may be increased if the amount of paved and screened area is increased, up to the allowed amount according to the zoning district, Industrial Office Park (IOP). Increase in impervious surface may require modifications and alteration to the stormwater mitigations on site. 150 h) Two spruce trees, a minimum of 4 feet tall at planting measured from finished grade, shall be planted along the driveway within the property, along the NW corner of the space defined as contractor yard on the site plan Exhibit C. i) It is the developer’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Carver County, RPBCWD, Board of Water and Soil Resources, MnDOT, etc.) prior to the commencement of construction activities. j) The applicant shall complete a wetland delineation onsite to confirm if the depressional area is a jurisdictional wetland. If any area onsite is determined to be a jurisdictional wetland then the applicant shall revise plans to meet all applicable city code regulations. The Wetland delineation shall be completed within 3 months after the approval of the Conditional Use Permit. k) The applicant and their Engineer shall work with city staff in amending the construction plans, dated May 31, 2024, and August 9, 2024 prepared by Moore Engineering Inc. to fully satisfy construction plan comments and concerns within 6 months after the approval of the Conditional Use Permit. l) The applicant shall provide updated plans and models to demonstrate that the contractor’s yard site is meeting water quality standards. A permanent BMP to manage the runoff generated by the contractor’s yard is anticipated. These models shall be submitted as part of all future submittals. m) The applicant shall create a stormwater management plan approved by staff to describe how the site is meeting city requirements including water quality and erosion control. The stormwater management plan including site improvements shall be executed within 12 months after the approval of the Conditional Use Permit. n) The developer shall enter into encroachment agreements for all existing and proposed improvements located in public easements. The encroachment agreements shall be recorded within 12 months after the approval of the Conditional Use Permit. 4. Termination of Permit. The city may revoke the permit following a public hearing for violation of the terms of this permit. The city may institute any proper action or proceeding at law or at equity to prevent violations of the within property, to restrain or abate violations of the within permit, or to prevent use or occupancy of the Subject Property. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. 151 RECOMMENDATION The Planning Commission recommends that the City Council approves the Conditional Use Permit. ADOPTED by the Chanhassen Planning Commission this 17th day of September 2024. CHANHASSEN PLANNING COMMISSION BY: Its Chairman 152 EXHIBIT A PARCEL A LEGAL DESCRIPTION Chanhassen Lakes Business Park, Block 5, Lot 11. 153 EXHIBIT B PARCEL B LEGAL DESCRIPTION Chanhassen Lakes Business Park, Block 5, Lot 10. 154 EXHIBIT C 155 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COLINTY OF CARVER ) I, Jenny Potter, being first duly swom, on oath deposes that she is and was on September 5n 2024,lhe duly qualified and acting City Clerk ofthe City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy ofthe attached notice Consider a request for a Conditionat Use Permit to allow a contracting yard at 1591 Park Road' Chanhassen, MN. Zoned Industrial Office Park (IOP)' Owner/Applicant: Tiger Investors, LLC to the persons named on attached Exhibit "A", by enclosing a copy ofsaid notice in an envelope addressed to such ov"ner, 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 ofthe County Treasurer, Carver County, Minnesota, and by other appropriate records. Jenny , City Clerk Subscribed and swom to before me this 5 day of Sept r* tr*z , d,+naa AMY K. WEIDMAN Notary public-Minnesota 2024. Notary Public liay Comrnts.bn Expi..s Jan 3t ,2027 156 Tax name Tax add l1 Tax add l2 1660 AUTOMOTORPLEX LLC 8722 BIG WOODS LN EDEN PRAIRIE, MN 55347- 1660 GROUP LLC 1650 LAKE DR W CHANHASSEN, MN 55317- 1680 GARAGE LLC 8500 NORMANDALE LAKE BLVD STE BLOOMINGTON, MN 55437- 61K LLC 4275 NOREX DR CHASKA, MN 55318- 8020 PARK PLACE LLC 220 CREEKSIDE DR DICKSON, TN 37055- ALIGNEX INC 5213 W 73RD ST EDINA, MN 55439- AMERICAN MUSCLE CLASSICS LLC 60 S 6TH ST SUITE #1500 MINNEAPOLIS, MN 55402- ANASAZI HOLDINGS LLC 18725 37TH AVE N PLYMOUTH, MN 55446- ANDREW G & JANET A RICHARDSON 8442 BURLWOOD DR CHANHASSEN, MN 55317-8505 AUTO ENVIRONMENTS LLC 10261 YELLOW CIRCLE DR MINNETONKA, MN 55345-9112 AUTO MOTORPLEX ASSOCIATION PO BOX 7160 FARGO, ND 58106-7160 AZHAR ALI 1470 MISSISSIPPI RIVER BLVD SAINT PAUL, MN 55116- B & C LAND COMPANY LLC 6017 RIDGEWOOD RD MOUND, MN 55364- BARRY LARSON 4015 W 65TH ST APT 311 EDINA, MN 55435- BERGHOFF FAMILY REVOCABLE TRUST 6100 SIERRA CIR EXCELSIOR, MN 55331- BERGREN PROPERTIES LLC 5641 BARTLETT BLVD MOUND, MN 55364-1663 BEVERLY J KARCH 2021 IRREVOCABLE TRUST 11617 CEDAR PASS MINNETONKA, MN 55305- BGH INVESTMENTS INC 15801 SCENIC HEIGHTS RD EDEN PRAIRIE, MN 55344- BHATTI PROPERTIES LLC 18827 BEARPATH TRL EDEN PRAIRIE, MN 55347- BLOSE LLC 3440 NORTHOME RD WAYZATA, MN 55391-3018 BRANDON D WALLIS 8446 SPRUCE PT VICTORIA, MN 55386- BRIAN & EILEEN MCCONNELL JT REV TRUST 2387 ALOHA AVE SHAKOPEE, MN 55379- BRICK PROPERTIES GROUP LLC 8217 UPLAND CIR CHANHASSEN, MN 55317-9626 C/O PMT CORPORATION 1500 PARK RD CHANHASSEN, MN 55317-8200 CARLA M BROCKPAHLER 6835 GOOSE LAKE DR WACONIA, MN 55387- CHAN CONGR JEHOVAHS WITNESSES 3000 N CHESTNUT ST #130 CHASKA, MN 55318- CHAN LAKES BUSINESS PARK I&II LLC PO BOX 1300 CARBONDALE, CO 81623- CHAN LAKES CONDOMINIUM LLC 8156 MALLORY CT CHANHASSEN, MN 55317-8586 CHAN LAKES INVESTMENT LLC 6495 CITY WEST PKWY EDEN PRAIRIE, MN 55344- CHANHASSEN CITY PO BOX 147 CHANHASSEN, MN 55317- CHANHASSEN LAKES BUS. PARK 3 8821 SUNSET TRL CHANHASSEN, MN 55317-9137 CHANHASSEN MOTORPLEX LLC 480 BIGHORN DR CHANHASSEN, MN 55317-8801 157 CHRISTOPHER N PENN 6498 SMITHTOWN RD EXCELSIOR, MN 55331-8211 CINDY M & BRIAN CZIERWICK REV LIV TRUST 17171 TRENTON LN EDEN PRAIRIE, MN 55347-3374 CLEAN RESPONSE REAL ESTATE LLC 1230 TRAPP RD EAGAN, MN 55121- CONROY PROPERTIES LLC 4140 ENCHANTED LN MINNETRISTA, MN 55364- CURT THOSTENSON 16574 ASHBY LN EDEN PRAIRIE, MN 55346- DAVID MEEK 10267 MEADE LN EDEN PRAIRIE, MN 55347- DAVID S COLEHOUR 1043 PARKVIEW LN VICTORIA, MN 55386-3709 DEMOSA LLC 1610 LAKE DR W CHANHASSEN, MN 55317- DIMITRIOS P SMYRNIOS 8500 NORMANDALE LAKE BLVD # 20 BLOOMINGTON, MN 55437- EQUITABLE HOLDING CO LLC 8303 AUDUBON RD CHANHASSEN, MN 55317-9494 EQUITABLE HOLDING CO LLC 8303 AUDOBON RD CHANHASSEN, MN 55317-9494 FM BANK PO BOX 8 GRANITE FALLS, MN 56241- FRANK BARRY GIGLER 7585 FRONTIER TRL CHANHASSEN, MN 55317-9610 GALLER PROPERTIES LLC 15 INTERLACHEN PL EXCELSIOR, MN 55331- GARY F GOLL 3978 GULL RIVER TRL BRAINERD, MN 56401- GMP PROPERTIES LLC 1401 PARK RD CHANHASSEN, MN 55317-8996 GREGORY LEE HASTINGS 9217 LAKE RILEY BLVD CHANHASSEN, MN 55317-8654 HASSE PROPERTIES LLC 21750 CEDAR AVE S LAKEVILLE, MN 55044-9094 HAZELTINE HOLDINGS LLC 3300 JULIAN DR CHASKA, MN 55318- HERAKLES LLC 8345 COMMERCE DR CHANHASSEN, MN 55317-8427 HFC REAL ESTATE CO LLC 8176 MALLORY CT CHANHASSEN, MN 55317- ISAAC M COURSOLLE 2100 WACIPI DR NW PRIOR LAKE, MN 55372-6000 J & R CHANHASSEN LLC 17870 BREEZY POINT RD WAYZATA, MN 55391- JAIN PROPERTIES II LLC 1621 MCGLYNN RD CHANHASSEN, MN 55317- JAMES JOYCE III 5483 ROLLING HILLS PKWY VICTORIA, MN 55318- JANET E HUGHES 3500 ZENITH AVE N ROBBINSDALE, MN 55422-2349 JEFFREY A COTTER AND MARGARET M COTTER R 2730 PHEASANT RD EXCELSIOR, MN 55331- JOHN E GEISLER SPOUSAL ACCESS TRUST 3680 LANDINGS DR EXCELSIOR, MN 55331- JOSEPH T JEZIERSKI JR 4431 LAMBERTON RD MOUND, MN 55364- JUBELE PROPERTIES LLC 1724 LAKE DR W CHANHASSEN, MN 55317- JZ LLC 20030 EXCELSIOR BLVD EXCELSIOR, MN 55331- KKG LLC 17020 BEVERLY DR EDEN PRAIRIE, MN 55347-3812 KROWECH TRUST 6576 TANAGER LN EDEN PRAIRIE, MN 55346- 158 L38 LLP 935 BAVARIA HILLS LN CHASKA, MN 55318-9626 LAKES & PRAIRIE ENTERPRISES 9672 XYLON AVE S BLOOMINGTON, MN 55438-1641 LAKES AT CHANHASSEN LLC 350 HWY 7 #218 EXCELSIOR, MN 55331- LARRY A BERGER 260 PENINSULA RD MEDICINE LAKE, MN 55441- LONESTAR LEASING LLC 2755 MARSH WAY WAYZATA, MN 55391-2563 MARK R JOHNSON 3859 RED CEDAR POINT RD EXCELSIOR, MN 55331-7766 MCGLYNN BAKERIES INC #366 PO BOX 1113 MINNEAPOLIS, MN 55440- MESENBRINK CONSTRUCTION & ENGINEERING, I 7765 165TH ST E PRIOR LAKE, MN 55372- MICHAEL H & BARBARA JEAN TRAIN 3411 SHORE DR EXCELSIOR, MN 55331- MICHAEL R STROM 111 4TH AVE N APT 309 MINNEAPOLIS, MN 55401- MITCH STOVER AUTOMOTORPLEX LLC 21957 MINNETONKA BLVD #18 EXCELSIOR, MN 55331-5605 MONTANA LAKEVIEW INDUSTRIES LLC 2100 COMMERCE DR CARVER, MN 55315- NELSON R OTTO TRUST 2500 SYLVAN RD S MINNETONKA, MN 55305-2815 PLUMAS PINES PARTNERS LLC PO BOX 49067 COLORADO SPRINGS, CO 80949- POWERS RIDGE DEVELOPMENT INC 6600 SALLY LN MINNEAPOLIS, MN 55439-1043 QUBIT LLC 1420 LAKE DR W CHANHASSEN, MN 55317- RDC AUTOPLEX LLC 601 CARLSON PKY STE 1050 MINNETONKA, MN 55305-5219 RED ROCK TOYS LLC 82 LAKE RILEY TRL CHANHASSEN, MN 55317-4541 RENE PROM 8102 WATERSET CIR MINNETRISTA, MN 55364- RESTATEMENT OF VICKI A ROBB LIVING TRUST 5940 BOULDER BRIDGE LN EXCELSIOR, MN 55331- RICHARD FLATEN 14629 HILLSHIRE LN BURNSVILLE, MN 55306-6922 RICHARD M GORRA 8201 STONE CREEK DR CHANHASSEN, MN 55317-7414 RIVERS EDGE PROPERTIES LLC 9901 RIVERVIEW RD EDEN PRAIRIE, MN 55347-5207 ROB E HOLT 104 PEAVEY RD CHASKA, MN 55318-2324 ROBERT GEIWITZ 6376 FALLBROOK RD EDEN PRAIRIE, MN 55344- SALVADOR LIVING TRUST 142 LAKE ST EXCELSIOR, MN 55331- SHELDON T HESS REV TRUST 9001 POPLAR BRIDGE RD BLOOMINGTON, MN 55437-1856 SINAMCO PROPERTIES LLC 11810 BROCKTON LN N MAPLE GROVE, MN 55369- SKEI DEVELOPMENT LLC 630 LOCUST HILL DR WAYZATA, MN 55391- STEFFAN MADSEN 2586 AVON DR MOUND, MN 55364- STEPHEN B SUNDBERG REVOCABLE TRUST 6244 RIDGE RD CHANHASSEN, MN 55317- STEVE DORE 6530 CAMBRIDGE ST MINNEAPOLIS, MN 55426-4402 STEVEN J FLATEN 12925 16TH AVE S BURNSVILLE, MN 55337-3736 159 STEVEN J FLATEN 12925 16TH AVE BURNSVILLE, MN 55337- STEVEN R OLSON 1530 CREEK RUN TRL EXCELSIOR, MN 55331-6500 SUMMIT EQUITY PARTNERS, LLC 7870 PARK DR CHANHASSEN, MN 55317- SWIFT COUNTY 153 PARTNERSHIP 13000 37TH AVE N PLYMOUTH, MN 55441- THE CHECKERED FLAG REVOCABLE TRUST 2539 BRIDLE CREEK TRL CHANHASSEN, MN 55317- THE POTAS FAMILY LIVING TRUST 2190 SHADYWOOD RD WAYZATA, MN 55391-9222 THE RICHARD A VICK REVOCABLE TRUST 4 WEBSTER PL HOPKINS, MN 55305- THE SCOTT GILL REVOCABLE TRUST 4725 ANNAWAY DR MINNEAPOLIS, MN 55436- THOMAS L SCHERBER TRUST AGREEMENT 3810 ENCHANTED LN MOUND, MN 55364- THOMAS M HAYES 4030 LINDEN HILLS BLVD MINNEAPOLIS, MN 55410-1246 THOMAS P WESELI 8309 W 93RD ST MINNEAPOLIS, MN 55438- THURE R LARSON TRUST AGREEMENT 11431 ENTREVAUX DR EDEN PRAIRIE, MN 55347-2864 TIGER INVESTORS LLC 7401 BUSH LAKE RD EDINA, MN 55439- TIMOTHY J MAGNUSSON REVOCABLE TRUST 13980 EMERALD RDG MINNETONKA, MN 55305- TMR PROPERTY HOLDINGS LLC 3900 NORTHWOODS DR STE 350 SAINT PAUL, MN 55112-6971 TWIN CITIES & WESTERN RAILROAD 2925 12TH ST E GLENCOE, MN 55336- TWO SIB PROPERTIES LLC 10 FAIRWAY RDG MINNETRISTA, MN 55364- UPLAND CIRCLE LLC 8185 UPLAND CIR CHANHASSEN, MN 55317- WILLIAM SCHOESSOW 14581 GLENDALE AVE SE PRIOR LAKE, MN 55372- 160 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. 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 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. «Tax_name» «Tax_add_l1» «Tax_add_l2» 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. 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 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. «Next Record»«Tax_name» «Tax_add_l1» «Tax_add_l2» Subject Parcel Subject Parcel 161 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 17, 2024 at 6:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Proposal: Consider a request for conditional use permit to allow a contracting yard at 1591 Park Road Applicant: Tiger Investors, LLC Owner: Tiger Investors, LLC Property Location: 1591 Park Road A location map is on the reverse side of this notice. What Happens at the Meeting: 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 for the project. 3. Comments are received from the public. 4. Public hearing is closed and the Planning Commission discusses the project. Questions & Comments: To view project documents before the meeting, please visit the city’s proposed development webpage at: www.chanhassenmn.gov/proposeddevelopments. If you wish to talk to someone about this project, please contact Rachel Arsenault by email at rarsenault@chanhassenmn.gov or by phone at 952-227-1132. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online on the city’s Agendas & Minutes webpage the Thursday prior to the Planning Commission meeting. Sign up to receive email updates about this or other projects. Go to https://www.chanhassenmn.gov/i-want-to/subscribe City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments, Variances, Appeals, 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 repor ts 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 clo se the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affi rm 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 stan dard. 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 perso n(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 something to be included in the report, please contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 17, 2024 at 6:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda Location: City Hall Council Chambers, 7700 Market Blvd. Proposal: Consider a request for a conditional use permit to allow a contracting yard at 1591 Park Road Applicant: Tiger Investors, LLC Owner: Tiger Investors, LLC Property Location: 1591 Park Road A location map is on the reverse side of this notice. What Happens at the Meeting: 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 for the project. 3. Comments are received from the public. 4. Public hearing is closed and the Planning Commission discusses the project. Questions & Comments: To view project documents before the meeting, please visit the city’s proposed development webpage at: www.chanhassenmn.gov/proposeddevelopments. If you wish to talk to someone about this project, please contact Rachel Arsenault by email at rarsenault@chanhassenmn.gov or by phone at 952-227-1132. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online on the city’s Agendas & Minutes webpage the Thursday prior to the Planning Commission meeting. Sign up to receive email updates about this or other projects. Go to https://www.chanhassenmn.gov/i-want-to/subscribe City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments, Variances, Appeals, 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 repor ts 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 clo se the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affi rm 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 stan dard. 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 perso n(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 something to be included in the report, please contact the Planning Staff person named on the notification. 162 AFFIDAVIT OF PTiBLICATION STATE OF MTNNESOTA ) COUNTY OF HENNEPIN CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PI.ANNING cAsE NO.202+OS NOTICE lS HEREBY GIVEN that the Chanhassen Planning Com- mission will hold a public hearing on Tuesday, September 17,2024 at 6:00 p.m. in the Gouncil Cham- bers in Chanhassen City Hall, 7700 Market Blvd. The purpose ol this hearing is to consider a request for a Conditional Use Permit to allow a contracting yad at 1591 Pa* Road, Chanhassen, MN. Zoned ln- dustrial Office Park (lOP). Applicant and Property Owner: Tiger lnves- tors, LLC. Project documents for this rcquest are available for public review on the city's website at www.chanhassenmn.oov/ oroposeddevelopments or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and expr€ss their opinions with respect to this proposal. Rachel Arsenault Associate Planner Email: rarsenault@chanhassenmn.gov Phone: 952-227-1132 Publishad in the Sun Sailor September 5, 2024 1418266 ss I do solemly swear that the notice, as p€r the prooi was published in the edition of the SS Mtka_Excelsior-Eden Prairie with the known office of issue being located in the county of: HENNEPIN with additional circulation in the counties of: HENNEPIN and has full knowledge of the facts stated below: (A) The newspaper has complied with all of the requirements constituting qualifica- tion as a qualified newspaper as provided by Minn. Stat. $331A.02. (B) This Public Notice was printed and pub- lished in said newspaper(s) once each week, for I successive week(s); the first insertion being on 0910512024 and the last insertion being on 0910512024. MORTGAGE FORECLOSI.JRE NOTICES Pursuant to Minnesota Stat. $580.033 relating to the publication of mortgage foreclosure notices: The newspaper complies with the conditions described in $580.033, subd, 1, clause (l) or (2). If the newspaper's known ollice of issue is located in a county adjoining the county where the mortgaged protrises or some part of the mortgaged premises described in the notice are located, a substantial portion of the newspaper's circulation is in the latter Subscribed and sworn to or affirmed before me on0910512024 Notary Public By: ffi Darlene Marie MacPherson Notary Public Minnesota Mv nnrFnission ExPires 1812029 Rate Information: (l) Lowest classified rate paid by commercial users for comparable space: $999.99 per column inch Ad rD 1418266 163 Planning Commission Item September 17, 2024 Item Approve Planning Commission Meeting Minutes dated September 3, 2024 File No.Item No: D.1 Agenda Section APPROVAL OF MINUTES Prepared By Amy Weidman, Senior Admin Support Specialist Applicant Present Zoning Land Use Acerage Density Applicable Regulations SUGGESTED ACTION "The Chanhassen Planning Commission approves its September 3, 2024 meeting minutes" SUMMARY BACKGROUND DISCUSSION RECOMMENDATION 164 ATTACHMENTS Planning Commission Meeting Minutes dated September 3, 2024 165 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES SEPTEMBER 3, 2024 CALL TO ORDER: Chairman Noyes called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Chair Eric Noyes, Steve Jobe, Perry Schwartz, Ed Goff, Ryan Soller, Jeremy Rosengren, Katie Trevena. MEMBERS ABSENT: None. STAFF PRESENT: Rachel Jeske, Planner; Eric Maass, Community Development Director. PUBLIC PRESENT: Mark Guy 510 Pleasant View Road PUBLIC HEARINGS: 1. 510 Pleasant View Road Setback Variance (Planning Case #24-14) Rachel Jeske, Planner, gave a summary of the staff report, noting the applicant is requesting a setback variance for the construction of a deck. She explained that the lot size was substandard and stated that the deck would primarily be screened from the road with the current landscaping. Commissioner Goff asked if the neighbor had any comments. Ms. Jeske responded that the applicant discussed the project with the neighbor before submitting the variance request. Chair Noyes stated that the request seemed reasonable. Commissioner Soller asked if there was a variance for the landscaping wall. Ms. Jeske answered that she thought the landscaping wall was originally put in when the home was built. Commissioner Soller stated that he did not see the landscaping wall on the map. Commissioner Jobe asked if there would be any new utilities. Ms. Jeske responded that there would be no new utilities. Commissioner Schwartz asked about what the blue rectangle was in the image. 166 Planning Commission Minutes – September 3, 2024 2 Ms. Jeske answered that the owner owns a small section on the other side of the road, but they are a part of the same lot. Mark Guy, 510 Pleasant View Road, explained that the lot was old and there was not a lot of room to build the deck. He said that the neighbor was helping him build the deck and is okay with the location. Commissioner Schwartz asked if the wall existed. Mr. Guy responded it was existing and they received a permit for the retaining wall last summer. Commissioner Schwartz asked if it needed a variance. Ms. Jeske answered it did not trigger a variance as the retaining wall adhered to setbacks applicable to retaining walls. Commissioner Schwartz asked if anything built within the retaining wall would not need a variance. Chairman Noyes opened the public hearing. No comments. Chairman Noyes closed the public hearing. Commissioner Schwartz asked if the wall exists and the permit was given, would anything built in the wall be grandfathered in and not require a variance? Ms. Jeske responded that any property improvement is reviewed on its own merits and whether or not any one specific improvement would trigger the need for a variance would be based on the ordinance language in city code for that specific kind of improvement and would not be based on the current location of the retaining wall. Commissioner Jobe moved, Commissioner Schwartz seconded that the Chanhassen Board of Appeals and Adjustments approve the requested side yard setback variance for the construction of a deck at 510 Pleasant View Rd subject to the conditions of approval and adopts the attached Findings of Facts and Decisions. All voted in favor and the motion carried unanimously with a vote of 7 to 0. APPROVAL OF MINUTES: 1. Approve Planning Commission Meeting Minutes July 16, 2024 Commissioner Goff moved, Commissioner Trevena seconded to approve the Chanhassen Planning Commission summary minutes dated July 16, 2024 as presented. All voted in favor, and the motion carried unanimously with a vote of 7 to 0. 2. Approve Planning Commission Work Session Minutes dated August 20, 2024 167 Planning Commission Minutes – September 3, 2024 3 Commissioner Jobe moved, Commissioner Rosengren seconded to approve the Chanhassen Planning Commission Work Session Meeting Minutes dated August 20, 2024 as presented. All voted in favor, and the motion carried unanimously with a vote of 7 to 0. CITY COUNCIL ACTION UPDATE: Commissioner Soller asked about the formalized proposal regarding the sign code discussed at the work session and the next steps. Ms. Jeske answered that they need to formalize a draft with the City Attorney. ADJOURNMENT: Commissioner Soller moved, Commissioner Schwartz seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 7 to 0. The Planning Commission meeting was adjourned at 6:13 p.m. Submitted by Eric Maass Community Development Director 168