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09-17-24 PC ItemPlanning 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