2023-05-05 Avienda Rowhomes Civil and LandscapeCHANHASSEN, MNAVIENDA ROWHOMESCHANHASSEN, MINNESOTANORTHNO SCALEAREA LOCATION MAPSHEETS ISSUED BY DATECOMPOST/BIO LOGI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.STEVE SABRASKI, P.E.LICENSE NUMBER:DATE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.JOSH POPEHN, P.E.LICENSE NUMBER:DATE:4716505 MAY, 20234480305 MAY, 2023DAngle&And@At100 YR.100 Year Flood ElevationA.B.Anchor BoltA.D.Area DrainA/CAir Conditioning UnitADD.AddendumADDL.AdditionalADJ.Adjacent / AdjustAHUAir Handling UnitALT.AlternateALUM.AluminumANOD.AnodizedAPPROX.ApproximateARCHArchitect / ArchitecturalAUTO.AutomaticAVG.AverageB.C.Back of CurbB/WBottom of WallBFEBasement Floor ElevationBITBituminous (Asphaltic)BLDGBuildingBMBenchmarkBSMT.BasementC.F.Cubic FeetC.F.S.Cubic Feet Per SecondC.G.Corner GuardC.J.Control JointC.L.CenterlineC.M.U.Concrete Masonry UnitC.O.CleanoutC.O.E.U.S. Army Corps Of EngineersC.Y.Cubic YardsCBCatch BasinCBMHCatch Basin ManholeCEM.CementCIPCast Iron PipeCMPCorrugated Metal PipeCONC.Concrete (Portland)CONN.ConnectionCONST.ConstructionCONT.ContinuousCONTR.ContractorCOP.CopperCU.CubicD.S.Down SpoutDEG.DegreeDEMO.Demolition / DemolishDEPT.DepartmentDET.DetailDIA.DiameterDIAG.DiagonalDIM.DimensionDIPDuctile Iron PipeDNDownDWG.DrawingE.EastE.J.Expansion JointE.O.Emergency OverflowE.O.S.Emergency Overflow SwaleE.W.Each WayEA.Each EL.ElevationELEC.ElectricalELEV.ElevationEMER.EmergencyENGR.EngineerENTR.EntranceEQ.EqualEQUIP.EquipmentEQUIV.EquivalentEXIST.ExistingEXP.ExpansionF & IFurnish and InstallF.B.O.Furnished by OthersF.C.Face of CurbF.D.Floor DrainF.D.C.Fire Department ConnectionF.V.Field VerifyFBFull BasementFBWOFull Basement Walk OutFBLOFull Basement Look OutFDN.FoundationFESFlared End SectionFFEFinished Floor ElevationFLR.FloorFT. OR (')FootFUT.FutureG.B.Grade BreakG.C.General ContractorGAL.GallonGALV.GalvanizedGFEGarage Floor ElevationGL.GlassGR.GradeH.HeightH.P.High PointHDPEPHigh Density Polyethylene PipeHGT.HeightHORIZ.HorizontalHVACHeating, Ventilation, Air ConditioningHYDHydrantI.D.Inside Dimension OR IdentificationI.E. or IEInvert ElevationIN. OR (")InchesINFO.InformationINL.Inlet ElevationINSUL.InsulationINV.Invert ElevationJT.JointL.F.Linear FeetL.P.Low Point / Liquid PetroleumLB.PoundLGULocal Government UnitLB.PoundLB.LongitudinalLT.Light / LightingMAINT.MaintenanceMAS.MasonryMATL.MaterialMAX.MaximumMECHMechanicalMED.MediumMFR.ManufacturerMHManholeMIN.Minimum / MinuteMISC.MiscellaneousMNDOTMinnesota Department Of TransportationMOD.Module / ModularMUL.MullionN.NorthN.I.C.Not In ContractNO. OR #NumberNOMNominalNTSNot to ScaleNWENormal Water ElevationNWLNormal Water LevelO.F.On CenterO.G.Outside DimensionO.H.Overhead ElectricOH.OverheadOHWLOrdinary High Water LevelOPNG.OpeningORIG.OriginalP.C.Point of CurvatureP.I.Point of IntersectionPIVPost Indicator ValveP.L. OR P/LProperty LineP.O.B.Point of BeginningP.S.F.Pounds Per Square FootP.S.I.Pounds Per Square InchP.T.Point of TangencyP.V.C.Point of Vertical CurvatureP.V.I.Point of Vertical IntersectionP.V.T.Point of Vertical TangencyPEPolyethylenePED.Pedestal / PedestrianPERF.PerforatedPREP.PreparationPROJ.ProjectPROP.ProposedPVCPoly-Vinyl-Chloride (Piping)PVMT.PavementQTR.QuarterQTY.QuantityRRadiusRAD.RadiusRERim Elevation (Casting)R.D.Roof DrainR.E.Remove ExistingR.O.Rough OpeningR.P.Radius PointRCReinforced Concrete PipeR.S.Rough SlabRSDRoof Storm DrainRE.RegardingREINF.ReinforcedREQ'DRequiredREV.Revision / RevisedRGURegulatory Government UnitROW OR R/WRight of WayS.SouthS.F.Square FeetSAN.Sanitary SewerSECT.SectionSESplit Entry /Side ExitSEWOSplit Entry Walk Out /Side Exit Walk OutSHT.SheetSIM.SimilarSLNT.SealantSPEC.SpecificationSQ.SquareSSDSubsurface drainSTMHStorm Sewer ManholeSTD.StandardSTRUCT.StructuralSYM.SymmetricalTThicknessT/RTop of RimT/WTop of WallTEMP.TemporaryTHK.Thick / ThicknessT.J.Tooled JointTNHTop Nut HydrantTYP.TypicalU.N.O.Unless Noted OtherwiseV.B.Vapor BarrierV.C.Vertical CurveV.I.F.Verify In FieldVER.VerifyVER.VerticalVEST.VestibuleWWidthW.PT.Working PointW.W.F.Welded Wire FabricW/WithW/OWithoutWOWalk OutVER.WetlandWPWaterproofWETL.WeightYD.YardYR.YearEROSION CONTROL BLANKETABBREVIATIONSSILT FENCESYMBOLDESCRIPTIONREVISED AREA (THIS ISSUE)REVISION - ADDENDUM, BULLETIN, ETC.NOTE REFERENCELARGE SHEET DETAILCOORDINATE POINTPARKING STALL COUNTDESCRIPTIONSYMBOLEROSION CONTROL SYMBOLSDRAWING SYMBOLSLEGAL DESCRIPTIONBENCHMARKINLET PROTECTIONC21C7.31122SITE BENCHMARK:BM-1: TOP NUT OF HYDRANTLOCATION: SOUTHEAST QUADRANT OF POWERS BLVD. & LYMAN BLVD.ELEVATION = 921.32BM-2: TOP NUT OF HYDRANTLOCATION: WESTERLY SIDE OF POWERS BLVD. 1960 FT ± SOUTH OF LYMAN BLVD.ELEVATION = 913.82Outlot D, Avienda, Carver County, Minnesota.3LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331TEL 612-812-7020EMAIL mnordland@nordlandpartners.comCONTACT: MARK NORDLANDDESCRIPTIONSHEET NO.CIVIL & LANDSCAPE TITLE SHEETPRELIMINARY PLATEXISTING CONDITIONSDEMOLITIONSITE PLANOVERALL GRADING, DRAINAGE, PAVING& EROSION CONTROLNORTH GRADING, DRAINAGE, PAVING& EROSION CONTROLSOUTH GRADING, DRAINAGE, PAVING& EROSION CONTROLEAST GRADING, DRAINAGE, PAVING& EROSION CONTROLSWPPPUTILITIES - STORM SEWERUTILITIES - SANITARY & WATERCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSLANDSCAPEENLARGED LANDSCAPE PLANPHOTOMETRICSLANDSCAPE DETAILSCERTIFICATIONSCIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIXOWNERC0.1C0.2C1.1C1.2C2.1C3.1C3.2C3.3C3.3AC3.4C4.1C4.2C7.1C7.2C7.3L2.1L2.2L4.1L7.1LANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: STEVE SABRASKIPROJECT CONTACTSCIVIL ENGINEERLANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: LARRY HUHNSURVEYORLANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: JOSH POPEHNLANDSCAPE ARCHITECT04.21.23
05.05.23XXXXXXXXXXXXXXXXUNDERGROUND FIBER OPTICFOMODULAR RETAINING WALLFIELDSTONE RETAINING WALLNEWCATVUNDERGROUND CABLE/TVEXISTING DESCRIPTIONDESCRIPTIONSTORM SEWER WATERMAINFORCE MAIN SANITARY SEWER-WASTEROOF DRAIN SYSTEMGAS LINE-UNDERGROUNDFIRE LINE (IF SEPARATE) FIRE DEPT. CONNECTIONSOIL SUBDRAINTELEPHONE-UNDERGROUNDELECTRIC-UNDERGROUNDLAWN SPRINKLER SLEEVE>>>>RIPRAP>>FMSTSRDGATE VALVEWTRSANBLDG.FIREGASHYDTELEELECX"SSDLSSC.O.MAJOR CONTOURBUILDINGSPOT ELEVATION120CONCRETE SLOPE DIRECTIONCONCRETE CURBGUARD RAILFENCINGCONCRETE RETAINING WALLHEIGHT, TYPEPOWER POLELIGHT STANDARDEXIT LOCATIONUNDERGROUND STRUCTUREEDGE OF PAVEMENTBOLLARDCANOPY / OVERHANGBIT. EDGEFESCATCH BASINMANHOLESYMBOLSLANDSCAPINGGRAVELFLAG POLE>>>POWERPOLEGUARD POSTGAS METERTREESTRAFFIC SIGNWATER MAINSANITARY SEWER LINESTORM SEWER LINEOVERHEAD ELECTRICMAJOR CONTOURSPOT ELEVATIONCONCRETE BUILDINGCANOPY / OVERHANG12012"STS8"SANFENCINGCONCRETE CURBRETAINING WALL OESTORM MANHOLEWATER VALVEFIRE HYDRANTFLARED END SECTIONCATCH BASIN6"WTRXXHEIGHT, TYPE1NOTE NUMBERGUY WIREIRON MONUMENT FOUNDWATER SHUT-OFF VALVEllMEASURED DISTANCEDISTANCE PER RECORDED PLATUNDERGROUND TELEPHONEUTUNDERGROUND ELECTRICUEGAS LINEGPAVING BLOCKPAVING BLOCKSET 1/2" X 14" IRON PIPETRANSFORMERTREE LINEMAILBOXSURVEY DISK (BENCHMARK)WSOBITUMINOUSSOIL BORING123.45%1.00234.5LIGHT POLEMINOR CONTOUR123MINOR CONTOUR123GMSTSSSANITARY MANHOLETNHMBB#SITELYMAN BLVDLYMAN BLVDPOWERS BLVDPIONEER TRAILAUDUBON RD GREAT PLAINS BLVDHAZELTINE LAKELAKE RILEY1011011011414212212212LAKE SUSAN1817BLUFF CREEK BLVD
CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT 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 HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331C001SCD004.DWGCIVIL & LANDSCAPETITLE SHEETC0.1XXXXXXXXXXXXXXXX
BLUFF CREEK OVERLAY DISTRICTSECONDARY BOUNDARYBLUFF CREEK OVERLAY DISTRICTPRIMARY BOUNDARYOUTLOT BOUTLOT AOUTLOT AOUTLOT A123412341111111111112222222222223333333333334444444441234567891011121314COCOCABXCABXWETLAND 6WETLAND 3WETLAND 4WETLAND 1058.365.6
61.143.926.136.782.12.310
7
.
282.210.6 67.628.4264.0211.0261.8419.450.436.620.319.1194.612.095.4317.2234.41
7
4.0
8.8
89.445.424.245.836.9243.742.5709.3514.1 123.0463.8177.4290.84
9
.
7
153.250.16 2.0182.6375.918.8154.272.18.2221.09.632.026.026.032.032.026.026.032.032.026.026.032.032.026.026.032.032.026.032.032.026.032.032.0 26.0 26.0 32.032.026.026.032.0 32.0 26.0 26.0 32.032.026.026.032.032.032.026.026.026.026.032.032.032.032.026.026.032.032.026.026.032.0 26.0 32.032.026.032.0 32.026.026.032.032.0 26.0 26.0 32.032.0 26.0 32.032.026.032.0 32.032.0 26.0 26.0 32.032.026.026.032.026.026.032.0 32.0 26.0 26.0 32.0 32.026.026.032.032.026.026.032.032.026.026.032.032.026.026.023.380.080.076.480.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.0 9.4380.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.0
Parcel Table1/12/13/14/11/22/23/24/21/32/33/34/32,5602,5602,5602,0802,0802,5602,0802,0802,5602,0802,0802,080Total Area(S.F.)Lot/BlockD&U Area(S.F.)000000000000Parcel Table1/42/43/44/41/52/53/51/62/63/64/61/72,5602,5602,0802,0802,5602,5602,0802,0802,5602,5602,0802,560Total Area(S.F.)Lot/BlockD&U Area(S.F.)000000000000Parcel Table2/73/74/71/82/83/84/81/92/93/94/91/102,0802,5602,0802,0802,5602,5602,0802,5602,5602,0802,0802,560Total Area(S.F.)Lot/BlockD&U Area(S.F.)000000000000Parcel Table2/103/101/112/113/114/111/122/123/124/121/132/132,0802,0802,0802,5602,5602,0802,5602,5602,0802,0802,5602,560Total Area(S.F.)Lot/BlockD&U Area(S.F.)000000000000Parcel Table3/131/142/143/144/14OUTLOT AOUTLOT B2,5602,5602,0802,0802,560171,4331,594,277Total Area(S.F.)Lot/BlockD&U Area(S.F.)00000171,4331,594,277CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT 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 HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH0120240C0.2C002SCD004.DWGPRELIMINARY PLATTHE 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 D, Avienda, Carver County, MinnesotaLOT AREA TABLE
WETLAND 3BLUFF CREEK BLVD.AVIENDA PARKWAYBASIN 28PL=316.45R=240.00ΔΔ=87°00'29"R=54.00L=82.00 S10°28'50"E46.34L =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°52'52"R=456.00L=30.89Δ=51°53'57"R=94.00L=85.15Δ=72°39'22"R=85.00Δ=49°26'03"R=52.00L=44.86S81°22'40"E 160.66MILLS LANE NW0+007+80.79 1234567891011321BLOCK 5BLOCK 2OUTLOTCSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>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>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS
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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 HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331Background information shown is from survey by Landform, Minneapolis, MN, on May 5th, 2016, expressly for this project proposeddesign plans for Avienda and Avienda Townhomes; City of Chanhassen, MN record drawings; and utility service providers. Landformoffers no warranty, expressed or written, for information provided by others. Existing project conditions shall be verified prior tobeginning construction. Errors, inconsistencies, or omissions discovered shall be reported to the Engineer IMMEDIATELY.Geotechnical boring locations are approximate and are based on information provided in the Geotechnical Report prepared by BraunIntertec, Minneapolis, MN on April 12, 2017.1.2.EXISTING CONDITIONSNORTH050100C101SCD004.DWGEXISTING CONDITIONSC1.1
WETLAND 3BLUFF CREEK BLVD.AVIENDA PARKWAYBASIN 28PMILLS LANE NW0+007+80.79 1234567891011321BLOCK 5BLOCK 2OUTLOTCSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>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>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS
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STS>>STSSTS>>STS>>STS>>STS>>SAN>SAN>SANSAN >SAN >SAN >SAN>SAN >B-4B-5B-6B-9B-13B-14B-17B-27B-30B-31UNDERGROUNDBASIN 25PUNDERGROUNDBASIN 47PXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX1212XXXXX
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12UNDERGROUNDBASIN167CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT 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 HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH050100C102SCD004.DWGDEMOLITIONC1.2:Curb Removal:Structure and / or Pavement Removal:Construction Limits:Soil BoringB-XObtain permits for demolition, clearing, and disposal prior to beginning.Contact utility service providers for field location of services 72 hours prior to beginning demolition and clearing.See Sheets C3.1-C3.3 for erosion prevention and sediment control measures that must be in place prior to disturbances to site.Reserved.Dimensions shown for removal are approximate. Coordinate with new construction to ensure appropriate removal of existing facilities.Pavement sawcut. Remove concrete walks and curbing to the nearest existing joint beyond construction limits.Reserved.Reserved.Protect structures, utilities, trees, plant material, sod, and adjacent property from damage during construction unless noted forremoval. Damage shall be repaired to equal or better condition at no additional cost.Remove watermain and install reducer, valve, and hydrant as shown on C4.1.Remove existing site features including, but not limited to, underground utilities, paving, curbing, walkways, fencing, retaining walls,screen walls, aprons, lighting, related foundations, signage, bollards, landscaping, and stairways within the construction limits unlessnoted otherwise.Coordinate removal, relocation, termination, and re-use of existing private utility services and appurtenances with the utilitycompanies. Restore electric handholes, pullboxes, powerpoles, guylines, and structures disturbed by construction in accordance withutility owner requirements.Existing piping and conduits may be abandoned in-place if filled with sand and if not in location of proposed building or in conflict withproposed utilities or structures. Terminate existing services at the supply side in conformance with provider's standards.Haul demolition debris off-site to a facility approved by regulatory authorities for the handling of demolition debris, unless notedotherwise.Relocate storm sewer manhole and jellyfish filter as shown on sheet C4.1.2.3.4.5.6.8.9.13.14.15.GENERAL NOTESLEGENDDEMOLITION AND CLEARING NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Utility Line RemovalXXXXXXXXXXXXXXXXXXX7.10.11.12.:Pavement Sawcut16.
B-B
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B B-B4466(TYP.)(TYP.)(TYP.)(TYP.)WETLAND 3BLUFF CREEK BLVD.AVIENDA PARKWAYBASIN 28PMILLS LANE NWUNDERGROUNDBASIN 25PUNDERGROUNDBASIN 47PAVIENDA LANE (PRIVATE)ALLEY (PRIVATE)AVIENDA LANE (PRIVATE)PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 925.75GFE = 925.33PROPOSED BUILDINGFFE = 925.20GFE = 924.78PROPOSED BUILDINGFFE = 923.85GFE = 923.43PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73OUTLOT BOUTLOT AOUTLOT AOUTLOT A123412341111111111112222222222223333333333334444444441234567891011121314PROPOSED BUILDINGFFE = 925.00GFE = 924.5828'28'24'9'9'9'9'24'
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R32.54'"STOP" SIGNMNMUTCD R1-1WITH "BLUFF CREEK BLVD." & "AVIENDALANE" STREET SIGNS PER CITY OFCHANHASSEN REQUIREMENTS"NO PARKING" SIGNMNMUTCD R8-3"NO PARKING" SIGNMNMUTCD R8-3"NO PARKING" SIGNMNMUTCD R8-3"NO PARKING" SIGNMNMUTCD R8-3"NO PARKING" SIGNMNMUTCD R8-3"NO PARKING" SIGNMNMUTCD R8-3"NO PARKING" SIGNMNMUTCD R8-3R17.46'B-B
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B
-
B B-BB-BB-BB-BB-B5'5'R76.54'R35'R3'R3'R30'R3'4'(TYP.)(TYP.)4'CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT 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 HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH05010020236ea.ea.Standard Stalls Provided Parking:Total Parking Stalls Provided(9x18)The 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.Parking Setback Information is as follows:Front Yard = 10 ft.Rear = 10 ft.Side = 10 ft.Residential = 20 ft.ImperviousPerviousTotal295,098189,989105,109s.fs.f.s.f.ImperviousProposed:TotalPerviousExisting:295,0980295,098s.f.s.f.s.f.6.774.362.416.770.006.77Obtain 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 thedigital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall becompared to the structural drawings prior to staking.Dimensions shown are to face of curb and exterior face of building unless noted otherwise.Delineate parking stalls with a 4-inch wide white painted stripe.Proposed monument sign. To be permitted separately.2.3.4.5.GENERAL NOTESPARKING SUMMARYAREA SUMMARYZONING AND SETBACK SUMMARYSITE PLAN NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.100.0%63.4%36.6%100.0%0.00%100.0%ac.ac.ac.ac.ac.ac.LEGENDGreen Space (Landscape Area)C201SCD004.DWGSITE PLANC2.16.Garage Spaces Driveway Spaces108ea.108ea.
30' BUILDING SETBACKBLUFF CREEK BLVD.AVIENDA PARKWAYBASIN 21PBASIN 28PEAST CENTRAL
BASIN
BTM=906.43
100-YR HWL =
910.63BLUFF CREEK EAST
BASIN
BTM=898.15
100-YR HWL =BASIN 46PSUNSET TRAILONLYSTS >>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>>STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS >>STS >>B-3B-2B-1B-4B-5B-6B-7B-8B-9B-13B-14B-15B-17B-18B-19B-25B-26B-27B-28B-29B-30B-31B-32UNDERGROUNDBASIN 25PUNDERGROUNDBASIN 47PSTS>>STS>>STS>>STS>>STS>>STS>>GRADEBREAKGRADEBREAKGRADEBREAKSWALE
SWALESTS>>STS>>STS >>STS>>STS>>STS>>STS >>STS >>STS >>STS>>11.0411.62PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 925.75GFE = 925.33PROPOSED BUILDINGFFE = 925.20GFE = 924.78PROPOSED BUILDINGFFE = 923.85GFE = 923.43PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73PROPOSED BUILDINGFFE = 925.00GFE = 924.5810.00>>>>>>>>>>>>>>>>>>>>>>>>>924924923922921920919918917916915914913912 924 924 923922921922923923924924921920923923924925925925925925925924924924923923922922921923922921920919919920918919918917916922921920919922922924924925924925925924923924924923922921920919918917916915914913923923922923923924 923STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>924925925SEE SHEET 3.2SEE SHEET 3.3SEE SHEET 3.3A))))
))))
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))
))
))
))CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT 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 HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH080160C301SCD004.DWGOVERALL GRADING, DRAINAGE,PAVING & EROSION CONTROLC3.1T/W XXX.XX :Top of WallB/W XXX.XX :Bottom of WallContact 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 andgroundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 11.5 Inches below Finished Floor Elevation (FFE).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 provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop and driveway apron locations. Slopes shown on adjacent walks and pavementsshould continue over stoops and aprons.12.13.14.15.16.17.18.19.20.21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing 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 preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.4 for additional requirements.Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized.Contractor shall prevent sediment laden water from entering the stormwater system until the site is completely stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. All seeded areasmust be disc-mulched.ItemSpecification NumberEstimated QuantitiesSodMNDOT 3878SeedMNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31MN Type 25-151 @ 120 lb./ac. - Permanent TurfMulchMNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control BlanketMNDOT 3885(MNDOT Type 3N)FertilizerMNDOT 3881General PlacementMNDOT 2575See Landscape Sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep clean weekly.2.4.5.6.7.8.9.10.11.Retaining wall material to be selected by home builder. Material to be approved by the City.Retaining wall permits to be obtained by the wall builder prior to construction.31.32.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb. Transition as needed.Paving Sectionsa. Bituminous PavingRefer to Detail C7.1/8b. Concrete WalkwaysRefer to Detail C7.1/9c. Concrete Drives, Aprons, and Exterior SlabsRefer to Detail C7.1/7Adjust all structure rims to match pavement elevations.23.24.27.GRADING NOTESPAVING NOTESGENERAL NOTESRETAINING WALL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Pavement Sawcut:Construction Limits:Vehicle Tracking PadESTIMATED QUANTITY41 ea.2 ea.2,769 ft.SYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Erosion Control Blanket80,060 sf.32625))))))))))))))))))))):Compost Log170 ft.
AVIENDA PARKWAYSTS >>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>>>>ST
S>>STS>>STS>>STS>>STS>>STS>>>>STS>>B-13B-14UNDERGROUNDBASIN 25PSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>4.8%3.5%
2.4%
5.8%
4.7%
3.7
%5.4%4.7%3.4%5.8%4.8%3.7%5.5%4.1%3.7%5.9%5.3%GRADE
BREAK 2.0%2.0%1.3%2.6%0.7%1.6%1.6%2.6%4.4%4.3%3.3%
2.8%2.2%3.2%SWALESTS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>4.2%5.7%11.624.7%4.8%4.2%4.2%PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28STS>>PROPOSED BUILDINGFFE = 925.00GFE = 924.585.5%
3.4%>>>>>>>>>>>>>6.2%9
2
4
924923922921920919918917916915914913912924
924
923922921922923923924924921920
923923924925
925925925 924925925 924923
922
921
920
919
918
917
916
915
914
913923922
923
923
2.0%92492520.99BC21.26BC22.24BC22.14BC21.03BC21.48BC22.08BC22.16BC22.39BC22.70BC21.63BC21.81BC22.71BC23.33BC20.6620.7623.48BC23.58BC24.61BC24.61BC23.86BC22.93BC22.31BC23.62BC21.7621.8120.7020.9821.1321.3124.1322.8922.3822.8822.8322.8822.9223.0023.1323.6723.4423.3223.5723.26BC23.16BC23.21BC23.25BC23.14BC24.17BC23.94BC23.65BC22.32BC23.62BC23.2923.2921.9821.9824.46BC24.1324.46BC23.1323.2923.5323.82BC24.2824.2823.5322.6022.65 BW22.65 BW22.49 BW22.49 BW22.26 BW22.26 BW22.02 BW22.02 BW21.85 BW22.00 BW21.63 BW21.63 BW21.46 BW21.46 BW21.22 BW21.22 BW21.07 BW21.04 BW24.60 TW24.60 TW24.60 TW24.60 TW23.95 TW23.95 TW23.95 TW23.95 TW(22.65)(22.63)(22.49)(22.47)(22.26)(22.23)(22.02)(21.99)(21.85)(21.82)(21.63)(21.60)(21.46)(21.43)(21.22)(21.19)(21.05)(21.03)21.46BC20.9622.18BC21.68(21.06)(21.11)(21.47)(21.42)(21.89)(21.93)(22.15)(22.19)(22.44)(22.72)(22.76)(23.07)(23.09)(23.28)(23.33)(22.48)23.35 TW23.35 TW23.35 TW24.35 TW24.35 TW24.35 TW24.35 TW21.11 BW21.47 BW21.47 BW21.93 BW21.93 BW22.19 BW22.19 BW22.48 BW22.48 BW22.76 BW22.76 BW23.09 BW23.09 BW23.33 BW23.33 BW24.10 TW24.10 TW24.10 TW24.10 TW24.80 TW24.80 TW24.80 TW24.80 TW23.30 BW23.30 BW23.43 BW23.43 BW23.55 BW23.55 BW23.80 BW23.80 BW25.50 TW24.23 BW22.2220.63BC20.42BC(20.54)(20.53)(20.07)(19.57)25.0024.3024.9024.2523.7023.63BC21.5821.8322.0622.3723.3020.55BC20.6120.5320.33BC20.3120.4020.55BC20.0520.31BC19.8123.50BC22.70BC22.3722.39BC22.0625.35 TW25.35 TW23.95 TW21.68 BW20.93 BW24.60 TW25.35 TW24.35 TW21.11 BW23.35 TW23.35 TW21.00 BW21.75 BW24.35 TW23.58 BW23.88 BW24.1123.5525.9025.9823.10 BW23.10 BW22.85 BW22.85 BW22.73 BW22.73 BW22.60 BW22.60 BW22.0022.0122.8923.9023.9023.9823.9824.8524.8524.9324.9324.5824.5024.5824.5025.2825.2025.2825.2022.6125.7825.7024.2225.1025.1825.1825.1023.5924.4524.5324.5324.4520.1720.2321.0821.8323.0923.1124.1624.80 TW22.61 BW25.1125.50 TW23.9222.6322.6022.8622.8123.1023.1323.1123.1422.7222.6422.8922.7922.5922.4022.3822.49(20.81)(20.77)C7.11ROCK CONSTRUCTIONENTRANCE33333333C7.12SILTFENCE26c26a26a26a26bC7.12SILTFENCE3333333C7.12SILTFENCEC7.35COMPOSTLOGC7.14B612 CURB & GUTTERC7.14B612 CURB & GUTTER33))
))))))
))))C7.14B612 CURB & GUTTER252526bGRADING, DRAINAGE& EROSION CONTROLC3.1CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT 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 HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH03060C301SCD004.DWGNORTH GRADING, DRAINAGE,PAVING & EROSION CONTROLC3.2T/W XXX.XX :Top of WallB/W XXX.XX :Bottom of WallContact 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 andgroundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 11.5 Inches below Finished Floor Elevation (FFE).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 provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop and driveway apron locations. Slopes shown on adjacent walks and pavementsshould continue over stoops and aprons.12.13.14.15.16.17.18.19.20.21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing 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 preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.4 for additional requirements.Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized.Contractor shall prevent sediment laden water from entering the stormwater system until the site is completely stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. All seeded areasmust be disc-mulched.ItemSpecification NumberEstimated QuantitiesSodMNDOT 3878SeedMNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31MN Type 25-151 @ 120 lb./ac. - Permanent TurfMulchMNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control BlanketMNDOT 3885(MNDOT Type 3N)FertilizerMNDOT 3881General PlacementMNDOT 2575See Landscape Sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep clean weekly.2.4.5.6.7.8.9.10.11.Retaining wall material to be selected by home builder. Material to be approved by the City.Retaining wall permits to be obtained by the wall builder prior to construction.31.32.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb. Transition as needed.Paving Sectionsa. Bituminous PavingRefer to Detail C7.1/8b. Concrete WalkwaysRefer to Detail C7.1/9c. Concrete Drives, Aprons, and Exterior SlabsRefer to Detail C7.1/7Adjust all structure rims to match pavement elevations.23.24.27.GRADING NOTESPAVING NOTESGENERAL NOTESRETAINING WALL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Pavement Sawcut:Construction Limits:Vehicle Tracking PadESTIMATED QUANTITY41 ea.2 ea.2,769 ft.SYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Erosion Control Blanket80,060 sf.32625))))))))))))))))))))):Compost Log170 ft.
BLUFF CREEK BLVD.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>>B-5B-27B-30UNDERGROUNDBASIN 47PSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>4.0%4.4%4.5%4.3%5.9%2.8%3.5%5.6%3.8%5.8%2.7%3.7%5.7%4.5%5.6%3.7%2.3%4.0%
6.2%GRADEBREAKGRADEBREAK1.2%4.5%0.8%1.9%0.8%0.8%2.6%2.5%3.1%2.6%2.5%2.6%2.6%STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>6.3%4.9%4.4%4.9%4.3%4.8%5.0%5.8%4.8%PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 925.75GFE = 925.33PROPOSED BUILDINGFFE = 925.20GFE = 924.78PROPOSED BUILDINGFFE = 923.85GFE = 923.43PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73STS
>>
24
.
8
%24.0%24.0%925925925924924924923923
9229
2
2
921
923
922
921920919919920
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1
8 919918917916922
921
920
919
922922 924 924 925
924
924
923923
923 924STS>>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>>0.5%3.9%3.5%2.7%92522.21BC21.40BC18.64BC17.30BC(17.90)19.82 BW22.80 TW20.13 BW20.64 BW21.07 BW22.80 TW(17.40)(17.89)(17.95)17.3717.3717.74BC(17.74)(17.72)18.5321.5621.8122.8023.0725.0324.3422.30BC22.23BC22.30BC22.51BC22.58BC23.12BC22.79BC21.9021.9721.8821.0818.3118.71BC21.88BC22.14BC22.4622.6222.0822.0121.97(19.77)(19.82)23.40BC23.12BC23.40BC23.07(20.08)(20.13)(20.58)(20.64)(21.00)(21.07)24.35 TW22.71 BW22.71 BW23.17 BW23.17 BW23.85 BW23.85 BW24.12 BW24.12 BW24.35 TW24.35 TW24.35 TW24.90 TW24.90 TW24.90 TW24.90 TW24.30 BW24.30 BW24.20 BW24.20 BW24.03 BW24.03 BW20.8423.87 BW23.85 BW23.68 BW23.68 BW23.44 BW23.28 BW23.28 BW25.60 TW25.60 TW23.06 BW23.06 BW22.90 BW22.90 BW25.35 TW25.35 TW(22.67)(22.71)(23.07)(23.17)(23.80)(23.85)(24.09)(24.12)(24.28)(24.30)(24.22)(24.20)(24.06)(24.03)(23.85)(23.83)(23.68)(23.66)(23.44)(23.42)(23.28)(23.26)(23.06)(23.04)(22.90)(22.87)25.50 TW25.50 TW24.23 BW24.23 BW24.25 BW24.25 BW24.50 BW24.50 BW25.25 TW25.25 TW25.25 TW25.25 TW24.25 BW24.25 BW24.00 BW24.00 BW23.88 BW23.88 BW23.75 BW23.75 BW24.25 TW24.25 TW24.25 TW24.25 TW23.25 BW23.25 BW23.00 BW23.00 BW22.88 BW22.88 BW22.75 BW22.75 BW24.4525.7025.0525.7025.7023.13BC22.8022.80 TW19.82 BW20.13 BW20.64 BW22.80 TW25.60 TW25.60 TW25.35 TW24.90 TW24.35 TW22.65 BW23.33 BW22.80 TW21.07 BW21.82 BW21.52 BW22.80 TW20.40 BW19.65 BW23.6623.8423.5323.5323.4523.4522.0222.0117.4717.6621.0324.7824.7024.7024.7825.2525.3325.3325.2522.5521.9024.7324.6524.6524.7324.9323.4025.50 TW25.50 TW25.9825.9025.9025.9825.6525.7325.7325.6526.0026.0826.0826.0024.9024.9024.35 TW24.2225.7025.7822.23BC23.8024.25 TW18.3517.4421.1021.9124.0723.6725.50 TW25.25 TW25.5222.5822.6022.4922.4524.3522.1221.9622.1022.0318.5118.6217.9918.0123.44 BW3C7.11ROCK CONSTRUCTIONENTRANCEC7.12SILTFENCEC7.12SILTFENCE33333326a26a26a26a26b26b252533333333C7.14B612 CURB& GUTTERC301SCD004.DWGGRADING, DRAINAGE& EROSION CONTROLC3.1CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT 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 HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH03060SOUTH GRADING, DRAINAGE,PAVING & EROSION CONTROLC3.3T/W XXX.XX :Top of WallB/W XXX.XX :Bottom of WallContact 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 andgroundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 11.5 Inches below Finished Floor Elevation (FFE).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 provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop and driveway apron locations. Slopes shown on adjacent walks and pavementsshould continue over stoops and aprons.12.13.14.15.16.17.18.19.20.21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing 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 preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.4 for additional requirements.Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized.Contractor shall prevent sediment laden water from entering the stormwater system until the site is completely stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. All seeded areasmust be disc-mulched.ItemSpecification NumberEstimated QuantitiesSodMNDOT 3878SeedMNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31MN Type 25-151 @ 120 lb./ac. - Permanent TurfMulchMNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control BlanketMNDOT 3885(MNDOT Type 3N)FertilizerMNDOT 3881General PlacementMNDOT 2575See Landscape Sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep clean weekly.2.4.5.6.7.8.9.10.11.Retaining wall material to be selected by home builder. Material to be approved by the City.Retaining wall permits to be obtained by the wall builder prior to construction.31.32.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb. Transition as needed.Paving Sectionsa. Bituminous PavingRefer to Detail C7.1/8b. Concrete WalkwaysRefer to Detail C7.1/9c. Concrete Drives, Aprons, and Exterior SlabsRefer to Detail C7.1/7Adjust all structure rims to match pavement elevations.23.24.27.GRADING NOTESPAVING NOTESGENERAL NOTESRETAINING WALL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Pavement Sawcut:Construction Limits:Vehicle Tracking PadESTIMATED QUANTITY41 ea.2 ea.2,769 ft.SYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Erosion Control Blanket80,060 sf.32625))))))))))))))))))))):Compost Log170 ft.
BASIN 28PSUNSET TRAIL>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>B-2B-6B-7B-15B-17B-31B-32STS>>STSSWALESWALE11.0411.62PROPOSED BUILDINGFFE = 925.35GFE = 924.9310.00>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>924924923922921920919918917916915914913912 924923922921920919922921920 919918917916915914913923923922923C7.12SILTFENCE333C7.12SILTFENCE26aC7.12SILTFENCEC7.35COMPOSTLOGC7.35COMPOSTLOG))))))))))))))))
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))))C301SCD004.DWGGRADING, DRAINAGE& EROSION CONTROLC3.1CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT 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 HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH050100EAST GRADING, DRAINAGE,PAVING & EROSION CONTROLC3.3AT/W XXX.XX :Top of WallB/W XXX.XX :Bottom of WallContact 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 andgroundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 11.5 Inches below Finished Floor Elevation (FFE).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 provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop and driveway apron locations. Slopes shown on adjacent walks and pavementsshould continue over stoops and aprons.12.13.14.15.16.17.18.19.20.21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing 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 preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.4 for additional requirements.Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized.Contractor shall prevent sediment laden water from entering the stormwater system until the site is completely stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. All seeded areasmust be disc-mulched.ItemSpecification NumberEstimated QuantitiesSodMNDOT 3878SeedMNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31MN Type 25-151 @ 120 lb./ac. - Permanent TurfMulchMNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control BlanketMNDOT 3885(MNDOT Type 3N)FertilizerMNDOT 3881General PlacementMNDOT 2575See Landscape Sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep clean weekly.2.4.5.6.7.8.9.10.11.Retaining wall material to be selected by home builder. Material to be approved by the City.Retaining wall permits to be obtained by the wall builder prior to construction.31.32.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb. Transition as needed.Paving Sectionsa. Bituminous PavingRefer to Detail C7.1/8b. Concrete WalkwaysRefer to Detail C7.1/9c. Concrete Drives, Aprons, and Exterior SlabsRefer to Detail C7.1/7Adjust all structure rims to match pavement elevations.23.24.27.GRADING NOTESPAVING NOTESGENERAL NOTESRETAINING WALL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Pavement Sawcut:Construction Limits:Vehicle Tracking PadESTIMATED QUANTITY41 ea.2 ea.2,769 ft.SYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Erosion Control Blanket80,060 sf.32625))))))))))))))))))))):Compost Log170 ft.
STORMWATER POLLUTION PREVENTION MANAGEMENT MEASURESEROSION PREVENTION AND SEDIMENT CONTROLSITE EVALUATION / ASSESSMENT / PLANNINGOperator must develop pollution prevention management measures, implement good housekeeping BMPs, must follow allapplicable federal, state, and local building codes, Occupational Safety and Health Act (OSHA), and the general conditionsand 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 washdownstream 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 fuelingand 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 tothe structural BMPs.Solid waste: collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolitiondebris 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 ofhazardous 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 washoutoperations. The liquid and solid wastes must not contact the ground, and the containment must be designed so that it does not resultin runoff from the washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCArules. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposalof 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 wherethey will be loaded or unloaded as detailed in the Permit.INSPECTIONS AND MAINTENANCE1.2.3.4.5.6.7.8.9.10.11.See Grading, Drainage, Paving and Erosion Control sheets for the location and type of temporary erosion prevention and sedimentcontrol BMPs. See Grading and Drainage, Utility, and Landscape sheets for the location and type of permanent erosion preventionand sediment control BMPs.Minimize Disturbed Areas and Protect Natural Features and SoilAppropriate construction practices (e.g. construction phasing, vegetative buffer strips, horizontal slope grading) shall be used tominimize erosion.Areas not to be disturbed (buffers, infiltration basins, 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 shalluse tracked equipment wherever practicable.Topsoil shall be salvaged and reused to the extent practicable.Phase Construction ActivityOperator 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 orgrubbing, or passage of vehicles. Any short-term activity must be completed as quickly as possible and the sediment controlpractices shall be installed immediately after the activity is completed. However, sediment control practices shall be installed beforethe next precipitation event even if the activity is not complete.Control Stormwater Flowing onto and Through the ProjectThe normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of theconstruction site, or diverts water around the site, shall be stabilized within 200 lineal feet from the property edge, or from the point ofdischarge 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 afterconnecting 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 ditchchecks, bio rolls, silt dikes etc.) do not need to be stabilized. These areas shall be stabilized within 24 hours after no longer beingused as a sediment containment system.Stabilize SoilsAll exposed soil areas, including stockpiles, must be stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days. Stabilization must be complete within 7 days of cessation ofconstruction activity.Temporary soil stockpiles shall have silt fence or other effective sediment controls, and cannot be placed in surface waters, includingstorm water conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for the stormwater.Temporary stockpiles without significant silt, clay or organic components (e.g. clean aggregate stockpiles, demolition concretestockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces, are exempt from thisrequirement.Protect SlopesOperator shall avoid work on slopes with a grade of 3:1 or greater when practicable. Grading on slopes with a grade of 3:1 or steeperwill require techniques such as phasing and stabilization practices designed for steep slopes(e.g. slope draining and terracing).Protect Storm Drain InletsAll storm drain inlets shall be protected by appropriate BMPs during construction until all sources with potential for discharging to theinlet 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 HoursAfter connection to a surface water or permanent stormwater treatment system.Establish Perimeter Controls and Sediment BarriersPrior to disturbing soils on a project site, establish sediment control BMPs on all down-gradient perimeters and where site dischargesto public waters.Retain Sediment On-site and Control Dewatering PracticesDischarge shall not cause nuisance conditions, erosion in receiving channels, adversely affect receiving water or impact wetlands, ordownstream properties. Discharge points shall be adequately protected from erosion and scour by accepted energy dissipationmeasures.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 ExitsVehicle tracking pads shall be established as shown on the Grading, Drainage, Paving and Erosion Control sheet(s) to minimizetracking of sediment from the construction site onto adjacent streets.Infiltration Basin ProtectionOperator must not excavate infiltration systems to final grade or within three (3) feet of final grade until the contributing drainage areahas been constructed and fully stabilized unless rigorous erosion prevention and sediment controls have been installed.When excavating an infiltration system to within three (3) feet of final grade, operator shall mark off and protect the area from heavyconstruction equipment to prevent compaction of soils.Dewatering and Basin DrainingPermittees must discharge turbid or sediment-laden waters related to dewatering or basin draining to a temporary or permanentsediment basin. Discharges must not cause erosion or scour near the discharge points.Remove Sediment from Surface WatersAll sediment deposits and deltas must be removed from surface waters, including drainage ways, catch basins, and other drainagesystems, and the removal areas restabilized within seven (7) days.1.2.3.4.5.6.7.8.9.10.11.12.13.14.Permittees must ensure that a trained person will inspect the entire construction site at least once every seven (7) days during activeconstruction 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 infiltration 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 orsuspended 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 thePermitBMP Maintenance:A.Nonfunctional BMPs must be repaired or replaced by the end of the next business day after discovery unless a different timeframe 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 ofsediment 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 daysof discovery, or as stated by the Permit.G.Ensure that construction support activities, including borrow areas, waste areas, contractor work areas, and material storageareas 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.RECORD KEEPING / RECORD RETENTIONThe SWPPP (original or copies), including all changes to it, and inspections and maintenance records, shall be kept at the site duringconstruction by the Owner / Operator who has operational control of that portion of the site. The SWPPP can be kept in either thefield office or in an on site vehicle during normal working hours.All Owners(s) must keep the SWPPP, along with the following additional records, on file for three (3) years after submittal of theNotice 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 stormwater management systems;·Any other permits required for the project;·Records of all inspection and maintenance conducted during construction; and·All permanent operation and maintenance agreements that have been implemented, including all right-of-way, contracts,covenants and other binding requirements regarding perpetual maintenance1.2.3.LOG OF CHANGES TO THE SWPPP / AMENDMENTSThe Owner / Operator(s) must amend the SWPPP as necessary to include additional requirements, such as additional ormodified BMPs, designed to correct problems identified or address situations as detailed in the Permit.1.FINAL STABILIZATIONThe 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.POST CONSTRUCTION / PERMANENT BMPSSee Grading and Drainage, Utility, and Landscape sheets for post construction and permanent stormwater BMPs.1.TERMINATION OF COVERAGEOwner / Operator(s) wishing to terminate coverage under the Permit must submit a Notice of Termination (NOT) to theMPCA. Compliance with the Permit is required until a NOT is submitted. Refer to the Permit for details. Conditions forsubmitting 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 ofproperly.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, andthe permittee distributes the MPCA's "Homeowner Fact Sheet" to the homeowner.1.The Operator shall have primary responsibility and significant authority for the development, implementation, maintenance, inspectionand 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 thanStorm 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 theSWPPP, the Permit, and approved plans at all times.1.SWPPP CONTACT AND TRAINING INFORMATIONOwner:Bahram Akradic/o/ Lifetime Fitnessattn: Mark Nordland2902 Corporate PlaceChanhassen, MN 55317(952) 229-7090mnordland@lt.lifeOperator:To Be Determined. Contact Owner until Contractor Is Selected.Long Term Maintenance And Operation:Level 7 Development, Inc.c/o Life Timeattn: Mark Nordland2902 Corporate PlaceChanhassen, MN 55317(952) 229-7090mnordland@lt.lifeSWPPP Designer:Steve Sabraski, P.E.Landform Professional Services105 South Fifth Avenue, Suite 513Minneapolis, MN 55401612-252-9070ssabraski@landform.netCertification: U of MN, Design of Construction SWPPP, Exp. May 31, 2025SWPPP Inspector / Manager:Chris OlsonLandform Professional Services105 South Fifth Avenue, Suite 513Minneapolis, MN 55401612-638-0239colson@landform.netCertification: U of MN, Construction Site Management, Exp. May 31, 2024BMP Installation And Repair:To Be Determined. Contact Owner until BMP Installer And Maintainer is selected.Certification: , Exp.1.2.3.4.5.6.WATERS WITHIN ONE MILE OF SITE1 MILESCHEDULE OF BMP INSTALLATION AND CONSTRUCTION ACTIVITYInstall perimeter sediment control BMPs prior to start of other site work. Refer to Grading, Drainage, Paving and Erosion Controlsheet(s) for initial locations of BMPs.Construct temporary sedimentation basins prior to upland disturbance. Install perimeter sediment control BMPs around normal waterlevels within 48-hours of completion of basin grading.Stabilize outlets from temporary sedimentation basins within 24-hours of outlet construction.Perform work in phases to minimize disturbed area at any one time. Operator to develop phasing plan prior to start of work.Strip topsoil from areas to be disturbed and stockpile with perimeter sediment control BMPs. Provide stabilization if stockpile is leftlonger than 14 days.Rough grade site.Install utilities.Install small utilities (gas, electric, communications).Final grade pavement areas and compact subgrade.Lay down pavement aggregate and compact.Install curb and gutter. Backfill after a minimum of three days and provide a minimum of two rolls of sod at the back of curb.Construct Row Homes and site features.Construct site walks and driveways.Provide final stabilization.Connect infiltration / filtration practices to storm sewer inlets.Remove temporary BMPs and dispose of properly.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.DESCRIPTION OF CONSTRUCTION ACTIVITYConstruction activity includes erosion and sediment control BMPs installation, site grading, utility installation, building construction,paving, and landscaping.1.ENVIRONMENTAL, ENDANGERED SPECIES, & ARCHAEOLOGICAL REVIEWSThere are no requirements for storm water due to environmental, endangered species, or archaeological review within theChanhassen AUAR update of May 2017.1.MN SPECIAL (PROHIBITED, RESTRICTED, OTHER) & IMPAIRED WATERS1.NPDES PERMIT AND SWPPP COMPONENTSThe current Minnesota Construction Stormwater General Permit (Permit) dated August 1, 2018 is referenced in thisdocument as the Permit.The SWPPP includes the following components:·Construction Documents prepared by Landform·Stormwater Management Plan prepared by Landform·Maintenance Plan for permanent stormwater BMPs·Geotechnical Report prepared by Braun Intertec, dated 4-12-2017All components must be kept onsite by the Operator. The Operator shall contact Civil Engineer if they do not have all of theabove documents.1.TEMPORARY SEDIMENTATION BASIN(S)This project does NOT have more than five (5) disturbed acres draining to a common location and the site drains to an impairedwater, therefore a temporary sediment basin is not required.Temporary sediment basins are provided on the overall AviendaDevelopment plan set 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. Thecontractor shall comply with the following requirements:A.Sedimentation basins must provide live storage of runoff resulting from the 2-year 24-hour rainfall event from each acredrained to the basin, with a minimum of 1,800 c.f./acre live storage volume. (Where no calculation has been performed, eachbasin shall provide at least 3,600 c.f./acre live storage.) Sedimentation basins must include a stabilized emergency overflowto prevent basin integrity failure.B.Discharge from temporary sedimentation basins will be withdrawn from the surface in order to minimize the discharge ofpollutants.Discharge from basin draining shall not adversely affect the receiving water or downstream properties. Contractor will visually checkto 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 intended refer to the "Stormwater Compliance Assistance Toolkit for SmallConstruction Operators", MPCA, 2017 for additional information. Operator shall contact the SWPPP Designer for additionalrequirements and information.1.2.3.4.5.SITE INFORMATIONSite location: Latitude: 44.838601, Longitude: -93.558561Disturbed area = 9.33 ac.Pre-construction impervious area within disturbed area = 0.01 ac.Post-construction impervious area within disturbed area = 4.39 ac.Net change in impervious area within disturbed area = 4.38 ac.Type of stormwater management:·Filtration·Reuse·Wet PondErosion prevention and sediment control quantities are on sheets C3.1 - C3.3.SURFACE WATER BUFFERS50 foot buffers from Surface Waters have been maintained.1.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; andstormwater does discharge to it from the overall site. Storm water from Avienda Row Homes 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; andstormwater does discharge to it from the overall site and from Row Homes.A.TMDLs have been established for this impaired water for Mercury in fish tissue. There are no special constructionrequirements for this impairment.B.TMDLs have not been established for this impaired water for Nutrient / eutrophication biological indicators. There are nospecial 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 Row Homes.A.TMDLs have been established for this impaired water for Fishes bioassessments. There are no special constructionrequirements for this impairment.B.TMDLs have been established for this impaired water for Turbidity. There are no special construction requirements for thisimpairment.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 stormwaterfrom 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 MPCAImpaired Waters Viewer:A.MNDOT Wetland M09B.MNDOT Wetland M10C.Onsite Wetland #3D.Onsite Wetland #4E.Onsite Wetland #6F.MNDOT Stormwater "Englewood" PondCLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT 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 HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331C304SCD004.DWGMN SWPPP NOTESC3.4
WETLAND 3BLUFF CREEK BLVD.AVIENDA PARKWAYBASIN 28PBLUFF CREEK BLVD.MILLS LANE NW0+007+80.79
>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>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>>STSSTS>>STS>>STS>>STS>>STSSTS>>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 >SAN >SAN >SAN>SAN >B-4B-5B-6B-9B-13B-17B-26B-27B-30B-31UNDERGROUNDBASIN 25PUNDERGROUNDBASIN 47PSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>MH-301RIM: 920.11INL (W): 911.70INV: 911.7060" DIA4" ORIFICE INV = 911.7WEIR TOP = 913.7TANK OUTLET-300INV: 911.70FES-302INV: 911.62PER DETAIL C7.2/4CB-101ARIM: 921.84INV: 918.0248" DIAPER CITY DETAIL C7.2/3CB-204RIM: 921.85INL (SW): 912.98INV: 917.78INV: 912.7848" DIAPER CITY DETAIL C7.2/3CB-204ARIM: 921.84INL (W): 918.0348" DIAR-3067PER DETAIL C7.2/3CB-207RIM: 917.50INL (E): 914.34INV: 914.3448" DIAR-3067PER DETAIL C7.2/3CB-208RIM: 917.30INV: 914.4548" DIAR-3067PER DETAIL C7.2/3CB-206RIM: 920.85INL (SE): 913.85INV: 913.4548" DIAR-3067PER DETAIL C7.2/3FES-402INV: 912.45PER DETAIL C7.2/4TANK INLET-200INV: 911.7025' - 12" RCP@ -1.0%25' - 12" RCP@ 1.0%38' - 12" RCP@ 0.3%47' - 21"
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%15' - 24" HDPE@ 0.0%98' - 12" HDPE @ 1.0%203' - 12" HDPE @ 1.8%162' - 12" RCP @ 0.3%26' - 21" RCP@ 0.3%49' - 18" RCP@ 0.3%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>>CB-101RIM: 921.85INL (E): 917.77INL (N): 911.77INV: 911.7748" DIAPER CITY DETAIL C7.2/3CB-201BRIM: 923.52INV: 920.19NYLOPLAST DRAINPER DETAIL C7.3/7CB-201ARIM: 924.20INL (N): 918.99INV: 918.99NYLOPLAST DRAINPER DETAIL C7.3/7MH-201RIM: 923.58INL (W): 918.72INL (S): 911.72INV: 911.7248" DIAR-1642PER DETAIL C7.2/2117' - 24" RCP @ 0.3%22' - 6" HDPE@ 1.0%22' - 6" HDPE@ 1.0%88' - 24" RCP @ 0.3%27' - 6" HDPE@ 1.0%120' - 6" HDPE @ 1.0%CB-202ARIM: 924.82INV: 920.7148" DIAPER CITY DETAIL C7.2/3CB-203ARIM: 923.80INV: 920.06NYLOPLAST DRAINPER DETAIL C7.3/7CB-202RIM: 923.90INL (W): 920.49INL (S): 911.99INV: 911.9948" DIAR-3067PER DETAIL C7.2/3TANK INLET -100INV: 911.70CB-203RIM: 923.23INL (W): 919.84INL (S): 912.34INV: 912.3448" DIAR-3067PER DETAIL C7.2/3CB-111RIM: 923.84INL (E): 917.87INV: 917.87NYLOPLAST DRAINPER DETAIL C7.3/7CB-110RIM: 924.22INL (S): 917.12INV: 917.12NYLOPLAST DRAINPER DETAIL C7.3/7CB-109RIM: 924.90INL (S): 916.62INV: 916.62NYLOPLAST DRAINPER DETAIL C7.3/7CB-108RIM: 924.90INL (S): 916.00INV: 916.00NYLOPLAST DRAINPER DETAIL C7.3/7CB-107RIM: 924.16INL (S): 915.38INV: 915.38NYLOPLAST DRAINPER DETAIL C7.3/7CB-106RIM: 923.59INL (S): 914.87INV: 914.87NYLOPLAST DRAINPER DETAIL C7.3/7MH-105RIM: 921.08INL (S): 914.21INL (N): 914.81INV: 913.8148" DIAPER CITY DETAIL C7.2/3CB-103RIM: 922.66INL (W): 912.75INV: 912.5548" DIAR-3067PER DETAIL C7.2/3CB-104RIM: 921.66INL (W): 913.49INV: 913.0948" DIAR-3067PER DETAIL C7.2/3110' - 21" RCP @ 0.5%67' - 18" RCP @ 0.5%64' - 12" RCP @ 0.5%133' - 6" HDPE @ 0.5%101' - 6" HDPE @ 0.5%125' - 6" HDPE @ 0.5%124' - 6" HDPE @ 0.5%99' - 6" HDPE @ 0.5%150' - 6" HDPE @ 0.5%8' - 24" RCP@ 0.2%CB-102RIM: 922.71INL (W): 912.00INV: 912.0048" DIAR-3067PER DETAIL C7.2/3MH-400RIM: 920.76INL (E): 907.7848" DIAR-1642PER DETAIL C7.2/2MH-401RIM: 922.93INL (SE): 911.47INV: 911.4748" DIAR-1642PER DETAIL C7.2/2STS>>STS>>CB-112RIM: 920.90INV: 918.16NYLOPLAST DRAINPER DETAIL C7.3/758' - 6" HDPE @ 0.5%PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 925.75GFE = 925.33PROPOSED BUILDINGFFE = 925.20GFE = 924.78PROPOSED BUILDINGFFE = 923.85GFE = 923.43PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73PROPOSED BUILDINGFFE = 925.00GFE = 924.58SAN>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>>CB-105ARIM: 920.04INL (NE): 915.15INV: 915.1548" DIAR-3067PER DETAIL C7.2/3CB-105BRIM: 920.05INV: 915.4048" DIAR-3067PER DETAIL C7.2/341' -
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%CB-205RIM: 921.73INL (E): 913.31INV: 913.1148" DIAR-3067PER DETAIL C7.2/3INLET 500AINV: 908.0012' - 30" RCP@ 0.3%MH-500RIM: 919.75INL (W): 908.04INV: 908.0448" DIAR-1642PER DETAIL C7.2/278' - 30" RCP @ 0.3%OUTLET 700AINV: 906.00JELLYFISH JF4RIM: 919.59INL (N): 906.00INV: 905.1548" DIAR-1642PER DETAIL C7.2/2STMH 706RIM: 919.44INL (N): 905.08INL (NE): 909.2848" DIAR-1642PER DETAIL C7.2/2OUTLET 700BINV: 909.50MH-501RIM: 920.05INV: 908.2648" DIAR-1642PER DETAIL C7.2/2SAN>SAN>SAN>SAN>SAN>SAN>SAN>CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT 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 HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH050100C401SCD004.DWGUTILITIES - STORM SEWERC4.1Pipe Materials - Refer to utility profiles and 2023 City of Chanhassen 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 utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately 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 in accordance with City of Chanhassen standards.Connect to City utilities in accordance with City of Chanhassen standards.All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Reserved.Reserved.Reserved.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 5 on Sheet C7.1.Reserved.Coordinate with private utilities to provide electric, natural gas, and communications services.See Site Lighting Plan for additional information.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.GENERAL NOTESUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.
WETLAND 3BLUFF CREEK BLVD.AVIENDA PARKWAYBASIN 28PMILLS LANE NW0+007+80.79
SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>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>>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>>SAN>SAN>SANSAN >SAN >SAN >SAN>SAN >B-4B-5B-6B-9B-13B-14B-17B-27B-30B-31UNDERGROUNDBASIN 25PUNDERGROUNDBASIN 47PSTS>>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 >MH-6RIM: 923.24INV: 917.9848" DIASEE DETAIL C7.2/5MH-3ARIM: 924.35INV: 914.8248" DIAR-1642SEE DETAIL C7.2/5MH-3RIM: 922.96INL (E): 913.83INL (S): 914.73INV: 913.7348" DIASEE DETAIL C7.2/6MH-4RIM: 923.68INL (S): 915.54INV: 915.4448" DIAR-1642SEE DETAIL C7.2/5MH-1RIM: 921.47INL (N): 912.2048" DIAR-1642SEE DETAIL C7.2/5199' - 8" PVC @ 0.50%141' - 8" PVC @ 0.50%240' - 8" PVC @ 0.50%229' - 8" PVC @ 0.50%SAN>SAN>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>136' - 8" PVC @ 0.50%CONNECT TOEXISTING WATERMAIN8" 11.25°BEND8" 45° BEND8" X 8" TEE8" X 8" TEE8" 11.25° BEND8" 11.25° BEND8" 90° BEND8" 11.25° BEND8" 45° BENDCONNECT TOEXISTING 12" WATERMAINMH-5RIM: 924.92INL (S): 916.78INV: 916.6848" DIAR-1642SEE DETAIL C7.2/5STS>>8" 11.25° BEND8" 22.5° BEND8" X 6" REDUCERSTS>>PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 925.75GFE = 925.33PROPOSED BUILDINGFFE = 925.20GFE = 924.78PROPOSED BUILDINGFFE = 923.85GFE = 923.43PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73PROPOSED BUILDINGFFE = 925.00GFE = 924.58SAN>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>>MH-2RIM: 913.74INL (E): 913.05INV: 912.9548" DIAR-1642SEE DETAIL C7.2/5SAN>SAN>SAN>SAN>SAN>SAN>SAN>MH-23RIM: 922.91INV: 912.0048" DIAR-1642SEE DETAIL C7.2/5MH-22RIM: 921.33INL (W): 911.19INV: 911.0948" DIAR-1642SEE DETAIL C7.2/5MH-21RIM: 917.80INL (NW): 910.25INV: 910.1548" DIAR-1642SEE DETAIL C7.2/5MH-20RIM: 910.51INL (W): 909.82INL (NE): 900.10INV: 900.0048" DIAR-1642INSIDE DROPSEE DETAIL C7.2/6SAN STUBINV: 900.23150' - 8" PVC @ 0.50%C7.29HYDRANT &GATE VALVEC7.29HYDRANT &GATE VALVEC7.29HYDRANT &GATE VALVEC7.29HYDRANT &GATE VALVEC7.29HYDRANT &GATE VALVEC7.29HYDRANT &GATE VALVECLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT 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 HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331C401SCD004.DWGUTILITIES - SANITARY SEWER & WATERC4.2NORTH050100Pipe Materials - Refer to utility profiles and 2023 City of Chanhassen 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 utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately 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 in accordance with City of Chanhassen standards.Connect to City utilities in accordance with City of Chanhassen standards.All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Reserved.Reserved.Reserved.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 5 on Sheet C7.1.Reserved.Coordinate with private utilities to provide electric, natural gas, and communications services.See Site Lighting Plan for additional information.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.GENERAL NOTESUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.
CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT 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 HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331C701SCD004.DWGCIVIL CONSTRUCTIONDETAILSC7.1NO SCALEROCK CONSTRUCTIONENTRANCE1NO SCALESILT FENCE2NO SCALECATCH BASINSEDIMENT TRAP3NO SCALETYPICAL CURB& GUTTER4NO SCALECURB CONSTRUCTIONAT CATCH BASIN5NO SCALETYPICAL CURBRADIUS6NO SCALESTREET INTERSECTIONCONCRETE VALLEY GUTTER7NO SCALETYPICAL RESIDENTIALSTREET SECTION8NO SCALECONCRETESIDEWALK9
CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT 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 HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331C701SCD004.DWGCIVIL CONSTRUCTIONDETAILSC7.2NO SCALEMANHOLE CASTINGS& LIDS DETAIL1NO SCALESTANDARD STORMMANHOLE2NO SCALETYPICAL 4' DIAMETERCATCH BASIN MANHOLE3NO SCALEFLARED END SECTION& TRASH GUARD4NO SCALESTANDARD SANITARYSEWER MANHOLE5NO SCALESANITARY SEWER INSIDEDROP MANHOLE6NO SCALETYPICAL SANITARY SEWER SERVICE(LESS THAN 16' DEEP)7NO SCALETYPICAL WATERSERVICE8NO SCALETYPICAL HYDRANTINSTALLATION9
CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT 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 HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331C701SCD004.DWGCIVIL CONSTRUCTIONDETAILSC7.3NO SCALETYPICAL GATE VALVE& BOX INSTALLATION1NO SCALEPIPE BEDDING INPOOR SOILS2NO SCALEPIPE BEDDING FORPVC PIPE3NO SCALEINSULATED PIPECROSSING4SLOPEVARIESM
I
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7"
3"MAX10"MIN2"M
A
XMAINTAIN BY REMOVING SEDIMENT AND REPLACING DAMAGED LOGS UNTILTURF IS ESTABLISHED. REMOVE AFTER PERMANENT STABILIZATION ISCOMPLETE.NO SCALETEMPORARY COMPOST/BIO LOG545dCOMPOST / BIO LOG8" MIN. DIAMETER1"X1" WOOD STAKES MAX. 4 FT. SPACINGNO SCALERESERVED.6NO SCALENYLOPLAST DRAIN BASIN7
BLUFF CREEK BLVD.AVIENDA PARKWAY0+007+80.79
SAN>SAN>SAN>SAN>SAN>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>SAN>SAN>BLUFF CREEK BLVD.AVIENDA PARKWAY0+007+80.79
SAN>SAN>SAN>SAN>SAN>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>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>>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>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>30' VISIBILITYTRIANGLES30' VISIBILITYTRIANGLESL7.13STEEP SLOPE PLANTING (TYP)L7.12CONIFEROUS TREEPLANTING (TYP)L7.11DECIDUOUS TREEPLANTING (TYP)L2.21ENLARGEDLANDSCAPE PLAN11(TYP)11(TYP)11(TYP)11(TYP)11(TYP)7(TYP)7(TYP)7(TYP)7(TYP)7(TYP)7(TYP)12(TYP)12(TYP)(2) AGAB(1) PIGL(1) ABCO(1) GYDI(2) TIMO(2) TIMO(1) GYDI(1) BENI(1) PIGL(1) CASP(2) PSED(2) ABCO(2) PIDE(2) ABCO(2) PISY(2) PISY(2) PIDE(2) PISY(2) PIDE(1) PIST(1) PISY(1) PIST(1) PIGL(1) PIST(1) PIGL(1) ABCO(2) AGAB(1) BENI(2) GTSK(2) GTSK(2) TIMO(2) TIMO(2) ACRU(2) ACRU(2) ACRU(2) ACRU(2) ACRU(2) TIMO(1) PSED(1) PSED(1) PIGL(1) CASP(1) CASP(3) AGAB(2) ABCO(1) GYDI(1) GTSK(1) PSED(1) GYDI(1) GYDI(1) GYDI(1) GYDI(1) TIMO(1) ACRU(1) GYDI(1) GYDI(1) GYDI(1) GYDI(1) GTSK(1) GTSK(1) GTSK(1) AGAB(3) THTY(1) BENI(1) BENI(1) BENI(1) BENI(1) BENI(1) GTSK(2) GTSK(2) THTY(1) BENI(1) BENI(1) BENI(1) BENI(4) THUL(4) THUL(4) THUL(4) THUD(6) THUD(9) THUD(6) THUD(4) THUD(3) THUD(6) THUD(9) THUD(5) THUD(2) THUD(2) THUD(8) THUD(5) THUD(2) THUD(2) THUD(5) THUD(7) THUD(4) THUD(2) THUD(2) THUD(5) THUD(8) THUD(5) THUD(2) THUD(2) THUD(8) THUD(5) THUD(2) THUD(2) THUD(5) THUD(7) THUD(5) THUD(4) THUD(4) THUD(6) THUD(9) THUD(5) THUD(2) THUD(2) THUD(5) THUD(8) THUD(5) THUD(4) THUD(6) THUD(9) THUD(6) THUD(2) THUD(2) THUD(6) THUD(9) THUD(6) THUD(2) THUD(2) THUD(6) THUD(9) THUD(2) THUD(2) THUD(6) THUD(9) THUD(6) THUD(2) THUD(2) THUD(6) THUD(9) THUD(6) THUD(2) ABCO(1) PSED(2) PSED(3) THTY(2) PSED(3) THTY(1) PISY(1) ABCOEVERGREEN TREESCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONABCO11Abies concolor / White Fir40`H x 20`W8` HTB & BPIGL5Picea glauca / White Spruce50`H x 20`W6`B & BPIDE6Picea glauca 'Densata' / Black Hills White Spruce45`H x 20`W6` Ht.B & BPIST3Pinus strobus / Eastern White Pine65`H x 30`W6`B & BPISY8Pinus sylvestris / Scotch Pine45`H x 35`W8` HTB & BPSED11Pseudotsuga menziesii / Douglas Fir40`H x 20`W6` HEIGHTB&BTHTY11Thuja occidentalis `Techny` / Techny Arborvitae15`H x 10`W6` Ht.B & BOVERSTORY TREESCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONACRU11Acer rubrum `Autumn Spire` / Autumn Spire Maple50`H x 25`W2.5" CAL.B & BBENI11Betula nigra / River Birch60`H x 50`W2.5"CalB & BCASP3Catalpa speciosa / Northern Catalpa60`H x 40`W2.5"CalB & BGTSK11Gleditsia triacanthos `Skyline` / Skyline Honeylocust40`H x 30`W2.5"CalB & BGYDI11Gymnocladus dioica / Kentucky Coffee Tree70`H x 45`W2.5"CalB & BTIMO11Tilia mongolica `Harvest Gold` / Harvest Gold LindenB & B2.5"Cal40`H x 30`WUNDERSTORY TREESCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONAGAB8Amelanchier x grandiflora `Autumn Brilliance` / `Autumn Brilliance` Serviceberry20`H x 25`W1.5"CalB & BSHRUBSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONAZAA2Azalea x 'Northern Hi-Lights' / Northern Hi-Lights Exbury Azalea4`H x 4`W3 GAL.POTCORB1Cornus sericea 'Bailadeline' / Firedance™ Red Twig Dogwood3`H x 4`W3 GAL.POTDIES2Diervilla sessilifolia 'Butterfly' / Butterfly Bush-honeysuckle3`H x 3`W3 GAL.POTFORS2Forsythia x intermedia 'Nimbus' / Show Off® Sugar Baby® Dwarf Forsythia3`H x 3`W3 GAL.POTHYDA2Hydrangea arborescens 'Abetwo' / Incrediball® Hydrangea4`H x 4`W3 GAL.POTHYDB8Hydrangea macrophylla 'Bailmacfive' / Summer Crush® Hydrangea3`H x 3`W3 GAL.POTHYPE2Hypericum kalmianum 'Ames' / Ames St. Johnswort3`H x 3`W3 GAL.POTPAEO1Paeonia x 'Festiva Maxima' / Festiva Maxima Double Peony3`H x 3`W3 GAL.POTPHMS3Philadelphus x `Miniature Snowflake` / Miniature Snowflake Mockorange3`H x 3`W3 GAL.POTPOTE2Potentilla fruticosa 'Goldfinger' / Goldfinger Bush Cinquefoil3`H x 3`W3 GAL.POTSPIS3Spiraea nipponica 'Snowmound' / Snowmound Spirea3`H x 3`W3 GAL.POTSPIR5Spiraea x 'NCSX2' / Double Play Doozie® Spirea3`H x 3`W3 GAL.POTSYRP7Syringa x 'SMNJRPU' / Bloomerang® Dwarf Purple Lilac3`H x 3`W3 GAL.POTTHUD342Thuja occidentalis 'Degroot's Spire' / Degroot's Spire Arborvitae20`H x 6`W6` HEIGHTB&BTHUL132Thuja occidentalis 'Little Giant' / Little Giant Arborvitae5`H x 5`W#5 cont.POTWEIG5Weigela x 'ZR1' / Electric Love® Weigela2`H x 3`W3 GAL.POTPERENNIALSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONHEUP8Heuchera x 'Forever Purple' / Forever Purple Coral Bells2`H x 2`W1 GAL.POTCLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT 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 HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331L201SCD004.DWGOVERALLLANDSCAPE PLANL2.1NORTH050100Contact Utility Service providers for field location of services 72 hours prior to beginning.Coordinate installation with Contractors performing related work.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.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.See Details for depth of planting soil.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.Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabricshall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples.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 speciesand sizes and equal or better vigor as original installation.2.3.4.5.6.8.9.10.13.14.GENERAL NOTESLANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.PLANT SCHEDULECITY REQUIREMENTSMinimum of one (1) deciduous or coniferous overstory tree placed in front yard of each lot.City Approved Tree List (Sec. 18-61)Sodded turf. See Note #7LEGEND7.11.53 lotsRequiredProposed53112Rock Mulch. See Note #1212.Trees propsed for Avienda Parkway and Bluff Creek Boulevard
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>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>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>AVIENDA PARKWAY(1) HYDB(1) SYRP(2) HEUP(2) HYDB(2) HEUP(2) SYRP(4) THUL(1) SPIR(1) HYDB(2) WEIG(2) DIES(2) HYPE(2) AZAA(2) POTE(4) THUL(1) FORS(1) FORS(2) HYDA(1) CORB(1) SPIS(1) PHMS(1) PAEO(2) SPIS(2) PHMS(4) THUL(2) SYRP(2) WEIG(1) HYDB(2) SPIR(2) HYDB(2) HEUP(1) SYRP(1) SPIR(1) SYRP(1) SPIR(2) HEUP(1) WEIG(1) HYDBL7.15PERENNIALPLANTING (TYP)L7.14SHRUBPLANTING (TYP)8(TYP)12(TYP)12(TYP)12(TYP)12(TYP)8(TYP)8(TYP)7(TYP)7(TYP)7(TYP)12(TYP)12(TYP)SHRUBSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONAZAA2Azalea x 'Northern Hi-Lights' / Northern Hi-Lights Exbury Azalea4`H x 4`W3 GAL.POTCORB1Cornus sericea 'Bailadeline' / Firedance™ Red Twig Dogwood3`H x 4`W3 GAL.POTDIES2Diervilla sessilifolia 'Butterfly' / Butterfly Bush-honeysuckle3`H x 3`W3 GAL.POTFORS2Forsythia x intermedia 'Nimbus' / Show Off® Sugar Baby® Dwarf Forsythia3`H x 3`W3 GAL.POTHYDA2Hydrangea arborescens 'Abetwo' / Incrediball® Hydrangea4`H x 4`W3 GAL.POTHYDB8Hydrangea macrophylla 'Bailmacfive' / Summer Crush® Hydrangea3`H x 3`W3 GAL.POTHYPE2Hypericum kalmianum 'Ames' / Ames St. Johnswort3`H x 3`W3 GAL.POTPAEO1Paeonia x 'Festiva Maxima' / Festiva Maxima Double Peony3`H x 3`W3 GAL.POTPHMS3Philadelphus x `Miniature Snowflake` / Miniature Snowflake Mockorange3`H x 3`W3 GAL.POTPOTE2Potentilla fruticosa 'Goldfinger' / Goldfinger Bush Cinquefoil3`H x 3`W3 GAL.POTSPIS3Spiraea nipponica 'Snowmound' / Snowmound Spirea3`H x 3`W3 GAL.POTSPIR5Spiraea x 'NCSX2' / Double Play Doozie® Spirea3`H x 3`W3 GAL.POTSYRP7Syringa x 'SMNJRPU' / Bloomerang® Dwarf Purple Lilac3`H x 3`W3 GAL.POTTHUL12Thuja occidentalis 'Little Giant' / Little Giant Arborvitae5`H x 5`W#5 cont.POTWEIG5Weigela x 'ZR1' / Electric Love® Weigela2`H x 3`W3 GAL.POTPERENNIALSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONHEUP8Heuchera x 'Forever Purple' / Forever Purple Coral Bells2`H x 2`W1 GAL.POTCLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT 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 HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331L202SCD004.DWGENLARGEDLANDSCAPE PLANL2.2NORTH01020Contact Utility Service providers for field location of services 72 hours prior to beginning.Coordinate installation with Contractors performing related work.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.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. Quantities shown on this sheet are for this sheet only. Quantities onthis sheet are for a typical group of four units and do not reflect total quantities for design of all units. For discrepancy between thenumber of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern.See Details for depth of planting soil.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.Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabricshall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples.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.2.3.4.5.6.9.10.11.13.14.GENERAL NOTESLANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.PLANT SCHEDULESodded turf. See Note #7LEGEND8.12.7.Rock mulch. See Note #12Trees propsed for Avienda Parkway and Bluff Creek Boulevard
LUMINAIRE SCHEDULECALLOUTSYMBOLQUANTITYMOUNTINGMODELVOLTSDEFAULTELEVATIONNOTE 1S4POLEGE LIGHTING SOLUTIONS, ERL1_16E540_____120V 1P 2W18'STREET LIGHT - EXCEL APPROVEDNW crosswalk Cudd Row HomesAVERAGE FOOT-CANDLES2.68MAXIMUM FOOT-CANDLES7.3MINIMUM FOOT-CANDLES0.1MINIMUM TO MAXIMUM FC RATIO0.01MAXIMUM TO MINIMUM FC RATIO102.77AVERAGE TO MINIMUM FC RATIO37.68SE crosswalk Cudd Row HomesAVERAGE FOOT-CANDLES2.39MAXIMUM FOOT-CANDLES5.2MINIMUM FOOT-CANDLES0.4MINIMUM TO MAXIMUM FC RATIO0.08MAXIMUM TO MINIMUM FC RATIO12.33AVERAGE TO MINIMUM FC RATIO5.77+80.79 GF=927.8928.1 (FFE)927.6GF=922.0914.5FBWO0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.04.33.42.90.00.00.00.00.00.00.00.00.00.00.00.00.01.70.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.05.22.60.90.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.02.50.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.24.05.73.00.90.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.11.37.32.70.30.00.00.00.00.00.00.10.20.40.81.63.03.42.51.80.70.10.10.00.00.00.00.00.00.00.10.82.43.93.12.10.30.00.10.20.40.81.52.21.80.60.20.00.00.00.00.10.51.23.33.72.50.40.10.90.00.00.02.10.70.10.00.00.00.00.70.10.00.00.00.00.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.10.61.50.00.00.10.41.02.40.00.10.30.71.40.20.40.83.93.21.93.82.70.70.12.42.21.53.52.40.40.10.71.41.71.71.02.21.60.30.10.81.52.11.70.71.01.20.90.20.11.02.43.22.20.40.60.70.50.11.33.63.72.20.40.11.94.03.52.80.56.94.20.77.14.20.83.72.90.53.72.30.43.32.20.52.01.70.71.21.20.80.60.60.91.01.11.21.00.61.01.82.22.11.10.72.03.53.92.80.10.20.21.02.83.55.25.10.10.10.32.14.79.39.42.90.11.14.56.87.22.0NW CROSSWALKSE CROSSWALKSSSSAVIENDA PARKWAYBLUFF CREEK BLVDAVIENDA PARKWAYCLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT 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 HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331L401SCD004.DWGPHOTOMETRICS PLANL4.1NORTH050100PHOTOMETRICS 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.ALL FIXTURES SHALL BE TYPE 'CONTEMPORARY' AS SHOWN IN GRAPHIC ON THIS SHEET.3.4.4.CALCULATION AREAS
CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT 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 HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331L701SCD004.DWGLANDSCAPE DETAILSL7.1SUBGRADEAREA DUG/TILLEDTO PROMOTE ROOT GROWTH3-5x DIA. OF SOIL BALLAREA DUG FOR PLANTING2-3x DIA. OF SOIL BALLSCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTINGCUT 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 ANGLEEXISTING SOIL LOOSENEDPLANTING SOIL (SEE PLANS) EDGE CONDITION VARIESINSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING.REJECT ANY TREES THAT ARE SEVERELY AFFECTED.TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TOBE UTILIZED ONLY IF NECESSARY.MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEEPERIOD. SEE SPECIFICATIONS.FLAGGING: ONE (1) FLAG PER WIREDOUBLE STRAND 14 GA. WIRE -3' @ 120 DEGREE INTERVALS (TYP.)TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE ORFIRST MAJOR BRANCHING ROOTONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT ITMAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDEDTO 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 WITHINTWO (2) INCHESOF ROOT BALL.NO SCALEDECIDUOUS TREE PLANTINGVARIES PER SPECIES(SEE PLANS)24" MIN.FOUR (4") INCHES MAX.SHREDDED HARDWOOD MULCH(SEE PLANS)1TREE SHALL BE PLANTED WITH ROOT FLARE EVENWITH SOIL LINE OR FIRST MAJOR BRANCHING ROOTONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BECOVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAINAPPROPRIATE DEPTH.DOUBLE STRAND 14 GA. WIRE -3' @ 120 DEGREE INTERVALS (TYP.)VARIES
AREA DUG FOR PLANTING2x-3x DIA. OF SOIL BALL24" MIN
SCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTING2" X 2" X 24" WOOD STAKE SET AT ANGLEPLANTING 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 WIRE8' STEEL STAKE.PLACE TWO (2) INCHESFROM 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 BEUTILIZED ONLY IF NECESSARY.MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIODAS DEFINED ON PLANS AND/OR SPECIFICATIONS.NOTES:NO SCALECONIFEROUS TREE PLANTINGEXISTING SUBGRADEAREA DUG/TILLEDTO PROMOTE ROOT GROWTH3-5x DIA. OF SOIL BALLEXISTING SOIL LOOSENEDFOUR (4") INCHES SHREDDED HARDWOOD MULCH2IF ROOTS ARE PRESENT AROUND THE EDGES OFROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLEWITHOUT DESTROYING SOIL MASS.NOTES:NO SCALESTEEP SLOPE PLANTINGSCARIFY BOTTOM AND SIDES OFHOLE 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 ONDOWNHILL SIDE FOR 240 DEGREES.FINISHED GRADEEXISTING SUBGRADEORIGINAL GRADE SHALL PASS THROUGH POINTWHERE TRUNK MEETS TOP OF ROOT BALL.DIG PLANTING PIT3X WIDTH OF ROOT BALLSECTIONSECTIONPLAN VIEWSECTION VIEWROUND-TOPPED BERMROOT BALL EDGESLOPE3SCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTING.PLACE PLANTAS SHOWN ON PLANEXISTING SUBGRADEREFER TO LANDSCAPE PLAN(S) FORGROUNDCOVER OUTSIDE SHRUB BED(S)FINISHED GRADEIF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL,UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUTDESTROYING SOIL MASS.DIG PLANTING PIT NO DEEPER THAN HEIGHT OFROOT BALL.NOTES:TOP OF ROOT MASSSHALL BE LEVEL WITHFINISHED GRADEPLANTING SOIL (SEE PLANS)NO SCALESHRUB PLANTINGDIG PLANTING PIT3X WIDEST DIMENSION OF ROOT BALLROOT BALL SITS ON EXISTING ORRECOMPACTED SUBGRADE.FOUR (4) INCH HIGH SOIL BERMCONSTRUCTED AROUND ENTIREROOT BALL. BERM SHALL BEGIN AT ROOTBALL EDGE.MULCH (SEE PLANS)EDGING (SEE PLANS)412"6"MIN.MIN.SPACING VARIES(SEE PLANS)IF ROOTS ARE PRESENT AROUND THE EDGES OFROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLEWITHOUT DESTROYING SOIL MASS.NO SCALEPERENNIAL PLANTING18" MIN.SCARIFY BOTTOM AND SIDES OFHOLE PRIOR TO PLANTING.EXISTING SUBGRADEBACKFILL WITH PLANTING SOIL THAT ISTHOROUGHLY TILLED AND LOOSENED.(SEE PLANS)REFER TO LANDSCAPE PLAN(S) FORGROUNDCOVER OUTSIDE PLANTING BEDEDGINGMULCHCREATE SAUCER AROUND PLANTWITH PLANTING SOILPERENNIALPLANT MATERIAL SHALL NOT BE PLACED CLOSERTHAN ONE (1) FOOT FROM EDGE OF PLANTING BED5