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CSG_Avienda Apartments_Stormwater Interim conditions_2025-10-17Δ=3°38'07"R=978.00L=62.05Δ=R= 5 L = 8 1. 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>>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>>ST S>>ST S>>PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)21" RCP(Rec)2 4 " R C P ( R e c )15" RCP (Rec)15" RCP (Rec)21" RCP (Rec)15" RCP (Rec)12" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)AVIENDA PKWY(A Public R/W)Edge of Ice1-30-2025 ConcreteWalkPONDSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)12" RCPEXIST MH - 401RIM=922.35INLET(SE)=912.29INV=911.8748'' DIAMETERR-1642PER DETAIL C7.2/2PER ROWHOMESCONSTRUCTIONDOCUMENTSEXIST 261' - 12'' RCP @0.4%PER ROWHOMESCONSTRUCTIONDOCUMENTSEXISTING FES-402INV:912.45PER DETAIL C7.2/4OF ROWHOMESCONSTRUCTIONDOCUMENTSEXIST 38' - 12'' RCP @0.4%PER ROWHOMESCONSTRUCTIONDOCUMENTSINSTALL FLOW RESTRICTOR IN EXISTINGMH - 401 STRUCTURE ON SE INLET8'' DIAMETER OPENING @ INVERTELEVATION OF 912.29PROPOSED UNDERGROUNDBASIN 1P LOCATIONPROPOSED FUTUREBUILDING LOCATIONINTERIM CONDITIONS -REWORKED POND SIZEEOF=918.89918 CONTOUR917 CONTOUR24'' INLET PIPE12'' OUTLET PIPELOW FLOOR ELEVATION OFROWHOMESBUILDING=924.93LOW FLOOR ELEVATION OFROWHOMESBUILDING=924.58INCLUDE INLETPROTECTION ATEXISTING FES INLETSTRUCTURE, TYPPLACE EROSIONCONTROL BLANKETON ALL SLOPES 4:1 ORSTEEPER, TYP.(MNDOT CATEGORY 3)Project Number:Issue Date:Revision Number:Revision Date:5000 Glenwood AvenueGolden Valley, MN 55422612-615-0060www.CivilSiteGroup.comAVIENDA APARTMENTS244409150 KESTREL DRIVE CHANHASSEN, MN 55317INTERIM CONDITIONS PLANDA 112025-10-1701" = 40'-0"40'-0"20'-0"N