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City SubmittalAVIENDA TOWNHOMES CHANHASSEN, MINNESOTA NORTH NO SCALE AREA LOCATION MAP ABBREVIATIONS MODULAR RETAINING WALL FIELDSTONE RETAINING WALL NEW CATV UNDERGROUND CABLE/TV EXISTING DESCRIPTION DESCRIPTION STORM SEWER WATERMAIN FORCE MAIN SANITARY SEWER-WASTE ROOF DRAIN SYSTEM GAS LINE-UNDERGROUND FIRE LINE (IF SEPARATE) FIRE DEPT. CONNECTION SOIL SUBDRAIN TELEPHONE-UNDERGROUND ELECTRIC-UNDERGROUND LAWN SPRINKLER SLEEVE > > >> RIPRAP >> FM STS RD GATE VALVE WTR SAN BLDG. FIRE GAS HYD TELE ELEC X"SSD LSS C.O. MAJOR CONTOUR BUILDING SPOT ELEVATION 120 CONCRETE SLOPE DIRECTION CONCRETE CURB GUARD RAIL FENCING CONCRETE RETAINING WALL HEIGHT, TYPE POWER POLE LIGHT STANDARD EXIT LOCATION UNDERGROUND STRUCTURE EDGE OF PAVEMENT BOLLARD CANOPY/OVERHANG BIT. EDGE FES CATCH BASIN MANHOLE SYMBOLS LANDSCAPING GRAVEL FLAG POLE > >> POWERPOLE GUARD POST GAS METER TREES TRAFFIC SIGN WATER MAIN SANITARY SEWER LINE STORM SEWER LINE OVERHEAD ELECTRIC MAJOR CONTOUR SPOT ELEVATION CONCRETE BUILDING CANOPY / OVERHANG 120 GM 12"STS 8"SAN LT FENCING CONCRETE CURB RETAINING WALL OE MANHOLE WATER VALVE FIRE HYDRANT FLARED END SECTION CATCH BASIN 6"WTR XX HEIGHT, TYPE 1 NOTE NUMBER GUY WIRE IRON MONUMENT FOUND WATER SHUT-OFF VALVE l l MEASURED DISTANCE DISTANCE PER RECORDED PLAT UNDERGROUND TELEPHONEUT UNDERGROUND ELECTRICUE GAS LINEG PAVING BLOCK PAVING BLOCK SET 1/2" X 14" IRON PIPE TRANSFORMER TREE LINE MB MAILBOX SURVEY DISK (BENCHMARK) WSO BITUMINOUS SOIL BORING B-X 123.45 %1.00 234.5 LIGHT POLE MINOR CONTOUR123MINOR CONTOUR123 SILT FENCE SYMBOL DESCRIPTION REVISED AREA (THIS ISSUE) REVISION - ADDENDUM, BULLETIN, ETC. NOTE REFERENCE LARGE SHEET DETAIL COORDINATE POINT PARKING STALL COUNT DESCRIPTIONSYMBOL EROSION CONTROL SYMBOLS DRAWING SYMBOLS n n n LEGAL DESCRIPTION BENCHMARK INLET PROTECTION C21 C7.3 1 12 2 SITE BENCHMARK: BM-1 : TOP NUT OF HYDRANT LOCATION: SOUTHEAST QUADRANT OF POWERS BLVD. & LYMAN BLVD. ELEVATION = 921.32 ) BM-2 : TOP NUT OF HYDRANT LOCATION: WESTERLY SIDE OF POWERS BLVD, 1,960 FT SOUTH OF LYMAN BLVD. ELEVATION = 913.82 ) Outlot A and C, Avienda, Carver County, Minnesota 3 DESCRIPTIONSHEET NO. CIVIL & LANDSCAPE TITLE SHEET PRELIMINARY PLAT EXISTING CONDITIONS SITE PLAN OVERALL SITE PLAN NORTH SITE PLAN SOUTH GRADING, DRAINAGE, PAVING & EROSION CONTROL OVERALL GRADING, DRAINAGE, PAVING & EROSION CONTROL NORTH GRADING, DRAINAGE, PAVING & EROSION CONTROL SOUTH UTILITIES - OVERALL UTILITIES - NORTH UTILITIES - SOUTH CIVIL CONSTRUCTION DETAILS CIVIL CONSTRUCTION DETAILS CIVIL CONSTRUCTION DETAILS LANDSCAPE PLAN - OVERALL ENLARGED LANDSCAPE PLAN - NORTH 'A' ENLARGED LANDSCAPE PLAN - NORTH 'B' ENLARGED LANDSCAPE PLAN - SOUTH LANDSCAPE DETAILS CERTIFICATIONS CIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIX OWNER C0.1 C0.2 C1.1 C2.1 C2.1A C2.1B C3.1 C3.1A C3.1B C4.1 C4.1A C4.1B C7.1 C7.2 C7.3 L2.1 L2.2 L2.3 L2.4 L7.1 PROJECT CONTACTS 08.31.2109.08.21X X X X X X X X X X X X X X SHEETS ISSUED BY DATE COMPOST/BIO LOG)))))))))))))))))))) D Angle &And @ At 100 YR.100 Year Flood Elevation A.B.Anchor Bolt A.D.Area Drain A/C Air Conditioning Unit ADD.Addendum ADDL.Additional ADJ.Adjacent / Adjust AHU Air Handling Unit ALT.Alternate ALUM.Aluminum ANOD.Anodized APPROX.Approximate ARCH Architect / Architectural AUTO.Automatic AVG.Average B.C.Back of Curb B/W Bottom of Wall BFE Basement Floor Elevation BIT Bituminous (Asphaltic) BLDG Building BM Benchmark BSMT.Basement C.F.Cubic Feet C.F.S.Cubic Feet Per Second C.G.Corner Guard C.J.Control Joint C.L.Centerline C.M.U.Concrete Masonry Unit C.O.Cleanout C.O.E.U.S. Army Corps Of Engineers C.Y.Cubic Yards CB Catch Basin CBMH Catch Basin Manhole CEM.Cement CIP Cast Iron Pipe CMP Corrugated Metal Pipe CONC.Concrete (Portland) CONN.Connection CONST.Construction CONT.Continuous CONTR.Contractor COP.Copper CU.Cubic D.S.Down Spout DEG.Degree DEMO.Demolition / Demolish DEPT.Department DET.Detail DIA.Diameter DIAG.Diagonal DIM.Dimension DIP Ductile Iron Pipe DN Down DWG.Drawing E.East E.J.Expansion Joint E.O.Emergency Overflow E.O.S.Emergency Overflow Swale E.W.Each Way EA.Each EL.Elevation ELEC.Electrical ELEV.Elevation EMER.Emergency ENGR.Engineer ENTR.Entrance EQ.Equal EQUIP.Equipment EQUIV.Equivalent EXIST.Existing EXP.Expansion F & I Furnish and Install F.B.O.Furnished by Others F.C.Face of Curb F.D.Floor Drain F.D.C.Fire Department Connection F.V.Field Verify FB Full Basement FBWO Full Basement Walk Out FBLO Full Basement Look Out FDN.Foundation FES Flared End Section FFE Finished Floor Elevation FLR.Floor FT. OR (')Foot FUT.Future G.B.Grade Break G.C.General Contractor GAL.Gallon GALV.Galvanized GFE Garage Floor Elevation GL.Glass GR.Grade H.Height H.P.High Point HDPEP High Density Polyethylene Pipe HGT.Height HORIZ.Horizontal HVAC Heating, Ventilation, Air Conditioning HYD Hydrant I.D.Inside Dimension OR Identification I.E. or IE Invert Elevation IN. OR (")Inches INFO.Information INL.Inlet Elevation INSUL.Insulation INV.Invert Elevation JT.Joint L.F.Linear Feet L.P.Low Point / Liquid Petroleum LB.Pound LGU Local Government Unit LB.Pound LB.Longitudinal LT.Light / Lighting MAINT.Maintenance MAS.Masonry MATL.Material MAX.Maximum MECH Mechanical MED.Medium MFR.Manufacturer MH Manhole MIN.Minimum / Minute MISC.Miscellaneous MNDOT Minnesota Department Of Transportation MOD.Module / Modular MUL.Mullion N.North N.I.C.Not In Contract NO. OR #Number NOM Nominal NTS Not to Scale NWE Normal Water Elevation NWL Normal Water Level O.F.On Center O.G.Outside Dimension O.H.Overhead Electric OH.Overhead OHWL Ordinary High Water Level OPNG.Opening ORIG.Original P.C.Point of Curvature P.I.Point of Intersection PIV Post Indicator Valve P.L. OR P/L Property Line P.O.B.Point of Beginning P.S.F.Pounds Per Square Foot P.S.I.Pounds Per Square Inch P.T.Point of Tangency P.V.C.Point of Vertical Curvature P.V.I.Point of Vertical Intersection P.V.T.Point of Vertical Tangency PE Polyethylene PED.Pedestal / Pedestrian PERF.Perforated PREP.Preparation PROJ.Project PROP.Proposed PVC Poly-Vinyl-Chloride (Piping) PVMT.Pavement QTR.Quarter QTY.Quantity R Radius RAD.Radius RE Rim Elevation (Casting) R.D.Roof Drain R.E.Remove Existing R.O.Rough Opening R.P.Radius Point RC Reinforced Concrete Pipe R.S.Rough Slab RSD Roof Storm Drain RE.Regarding REINF.Reinforced REQ'D Required REV.Revision / Revised RGU Regulatory Government Unit ROW OR R/W Right of Way S.South S.F.Square Feet SAN.Sanitary Sewer SECT.Section SE Split Entry /Side Exit SEWO Split Entry Walk Out /Side Exit Walk Out SHT.Sheet SIM.Similar SLNT.Sealant SPEC.Specification SQ.Square SSD Subsurface drain STMH Storm Sewer Manhole STD.Standard STRUCT.Structural SYM.Symmetrical T Thickness T/R Top of Rim T/W Top of Wall TEMP.Temporary THK.Thick / Thickness T.J.Tooled Joint TNH Top Nut Hydrant TYP.Typical U.N.O.Unless Noted Otherwise V.B.Vapor Barrier V.C.Vertical Curve V.I.F.Verify In Field VER.Verify VER.Vertical VEST.Vestibule W Width W.PT.Working Point W.W.F.Welded Wire Fabric W/With W/O Without WO Walk Out VER.Wetland WP Waterproof WETL.Weight YD.Yard YR.Year UNDERGROUND FIBER OPTICFO EROSION CONTROL BLANKET PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 SITE LYMAN BLVDLYMAN BLVDPOWERS BLVDPIONEER TRAIL AUDUBON RDGREAT PLAINS BLVDHAZELTINE LAKE LAKE RILEY 101 101 101 14 14 212 212 212 CHANHASSEN, MN LAKE SUSAN 18 17 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. STEVE SABRASKI, P.E. LICENSE NUMBER:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. JOSHUA K. POPEHN, RLA LICENSE NUMBER:DATE: 47165 08 SEPTEMBER, 2021 44803 08 SEPTEMBER, 2021 X X X X C001SCD001.DWG CIVIL & LANDSCAPE TITLE SHEET C0.1 LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 TEL 612-812-7020 CONTACT: MARK NORDLAND EMAIL: mnordland@nordlandpartners.com LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: STEVE SABRASKI CIVIL ENGINEER LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: LARRY HUHN SURVEYOR LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: JOSH POPEHN LANDSCAPE ARCHITECT X X X X XX X X X COCO XXXCOCO SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE CABX HH CABX CABX SSMH RE=936.6 IE=925.3(E) IE=925.2(W)SSMH RE=937.7 IE=925.9(W) HH SIG. BASE SIG. BASE LT SIG. BASE EM SIG. BASE SIG. BASE SIG. BASE HH SIG. BASE SIG. BASE SIG. BASE CABX LT LTMB XX XXX X X X X X X X X X X X X X X FO FO FO FO FO FO FO FO SSMH RE=915.2 IE=884.1 BM-2 (TNH) 913.82 BM-1 (TNH) 921.32 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> WET L A N D # 6 WETLAND #3 WET L A N D # 4 WETLAND #10XX FO FO FO FO FO FO FO 16" DIP16" DIP8" P V C@0. 5 3 % EX.8" PLUG IE.=876.67 SSMH RE=889.5 IE=876.2 13 14 15 16 17 18 19 20 21 22 23 123 4 5 6 7 8 B L O C K 2 1 2 3 4 5 6 7 8 9 10 11 12 249 9 9 1 2 3 4 5 6 7 8 9 9 B L O C K 1 24 24 24 23 B L O C K 3 B L O C K 1 58 0 . 7 125.7 6 2 .1 93.4 8 1 .4 190.85 5 . 0 79.9 5 7 0.6 221.0 1 1 6 .6 199.9849.0105.0 125.7 60.0360.0346.7 105.0 31. 4 145.0125 .7 122.3 115.231 .4145.0277.8256.260.4122.146.382.03 3 1 .5 66.568.052.0161.63 0 .9 8 5.1 107.8 44 .9 160.7 3 4 0.4 340.1 2 5 5 .8 5 6 .3 37.0 56.9 5 0.743.88 3 .6 2 4 4 .3 38.6 709.4152.11173.514.689. 0109.285.58 9 . 2 83. 5 105. 4 123.1 128.9 195.7 208.6 263.055.6 55.3 57.0 56.5 56.5 67.4 70.6 56.5 102.056.5 54.256.556.556.564.065.5 60.0105.1106.0102.2102.0102.0102.0107.0102.055.055.055.055.055.055.055.055.055.055.088.0 88.0 88.0 88.0 88.0 88.0 55.0 55.0 55.0 55.055.054.988.088.088.088.055.055.055.055.055.088.0 55.055.055.088.0 88.0 88.0 29.658.4 29.6 52.7 56.6 54.0 90.461.5 69.6 65.2 90.390.290.290.790.755.455.0 55.0 60.3 55.055.055.055.055.055.055.088.055.055.055.055.055.055.055.088.0 88.0 88.0 88.0 88.0 88.0 88.0 55.055.055.055.055.055.055.055.055.055.055.055.055.055.088.0 88.0 88.0 88.0 88.0 88.0 88.0 Parcel Table 1/1 2/1 3/1 4/1 5/1 6/1 7/1 8/1 9/1 10/1 11/1 12/1 4,840 4,962 5,218 5,323 5,707 5,218 Parcel Table 13/1 14/1 15/1 16/1 17/1 18/1 19/1 20/1 21/1 22/1 23/1 24/1 4,840 153,000 Parcel Table 1/2 2/2 3/2 4/2 5/2 6/2 7/2 8/2 9/2 OUTLOT A OUTLOT B OUTLOT C Area (S.F.) 4,840 31,879 66,747 212,604 992,133 Lot/Block Parcel Table 1/3 2/3 3/3 4/3 5/3 6/3 7/3 8/3 9/3 6,101 6,274 6,166 5,763 5,763 6,461 6,496 5,763 70,451 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 4,840 Area (S.F.)Lot/Block Area (S.F.)Lot/BlockArea (S.F.)Lot/Block PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO. FILE NAME LANDFORMcPROJECT 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C002SCD001.DWG PRELIMINARY PLAT C0.2 NORTH 0 120 240 THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE BUILDING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 5 FT. REAR = 5 FT. RESIDENTIAL = 30 FT. PUD EXTERIOR = 30 FT. BLUFF CREEK = 40 FT. PARKING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 10 FT. REAR = 10 FT. SIDE = 10 FT. RESIDENTIAL = 20 FT. LOT COVERAGE INFORMATION IS AS FOLLOWS: LOT AREA MINIMUM = 10,000 S.F = 0.23 ACRE LOT WIDTH MINIMUM = 100 FT. ZONING AND SETBACK SUMMARY LEGAL DESCRIPTION Outlot A and C, Avienda, Carver County, Minnesota LOT AREA TABLE 15" RCPCOCOOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOECO COOEOEOEOE 15" RCPSSMH RE=937.7 IE=925.9(W)>>II15" RCPBOULDERRET. WALWOOD FENCEWROUGHT IRON FENCETW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1>I 15" RCPCBRE=913.9IE=909.8CBRE=913.9IE=909.0 (NW)IE=908.8 (NE)IE=906.0 (SE, SW)CBRE=935.9IE=931.4(S)IE=931.3(W)CBRE=936.0IE=931.8CBRE=924.8IE=920.7>>>>>>CB RE=931.3 IE=926.9(E) IE=926.8(NE) CB RE=930.3 IE=925.3(N) IE=926.8(E) IE=925.2(SE) IE=925.1(W) CB RE=912.8 CB RE=912.4 RCP 15 IE=907.0WETLAND #3EX.8"PLUGIE.=876.6715" RCPCOCOOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOECO COOEOEOEOE 15" RCPSSMH RE=937.7 IE=925.9(W)>>II15" RCPBOULDERRET. WALWOOD FENCEWROUGHT IRON FENCETW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1>I 15" RCPCBRE=913.9IE=909.8CBRE=913.9IE=909.0 (NW)IE=908.8 (NE)IE=906.0 (SE, SW)CBRE=935.9IE=931.4(S)IE=931.3(W)CBRE=936.0IE=931.8CBRE=924.8IE=920.7>>>>>>CB RE=931.3 IE=926.9(E) IE=926.8(NE) CB RE=930.3 IE=925.3(N) IE=926.8(E) IE=925.2(SE) IE=925.1(W) CB RE=912.8 CB RE=912.4 RCP 15 IE=907.0WETLAND #3EX.8"PLUGIE.=876.6730' BUILDING SETBACK20' PARKING SETBACKBLUFF CREEK BLVD.AVIENDA P A R K W A Y BLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEKOVERLAY DISTRICTPRIMARY BOUNDARYOUTLOT CBLUFF CREEK BLVD.SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN> SAN >>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>>>STS>>STS>>PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C101SCD001.DWG EXISTING CONDITIONS C1.1 NORTH 0 60 120 XXWETLAND #3MILLS DRIVEPRIVATE DRIVE NW13141516 1718192021222312345678B L O C K2123456789101112PRIVATE DRIVE S.DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT. DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.249991234567899B L O C K 124242423GF=926.5926.8 (FFE)SOG926.3GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=927.1919.8FBWO919.3GF=926.6919.3FBWO918.8GF=924.5917.2FBWO916.7GF=922.9915.6FBWO915.1GF=921.8914.5FBWO914.0GF=914.8906.8FBWO906.3GF=915.6907.6FBWO907.1GF=916.5908.5FBWO908.0GF=917.2909.2FBWO908.7GF=918.0910.0FBWO909.5GF=920.1912.1FBWO911.6GF=922.5914.5FBWO914.0GF=924.5916.5FBWO916.0GF=930.6 923.3 FBWO 922.8 GF=932.9 925.6 FBWO 925.1 GF=934.3 927.0 FBWO 926.5 GF=935.7 930.2 FBWO 929.7 GF=935.1 927.8 FBWO 927.3 GF=936.1 928.8 FBWO 928.3 GF=936.2 928.9 FBWO 928.4 GF=936.2 928.9 FBWO 928.4 GF=935.3 928.0 FBWO 927.5 GF=934.5 927.2 FBWO 926.7 GF=931.8 931.2(FFE) SOG 931.6 GF=933.6 926.3 FBWO 925.8 GF=932.5 932.8(FFE) SOG 932.3 GF=933.7 934.0(FFE) SOG 933.5 GF=934.5 934.8(FFE) SOG 934.3 GF=936.3 936.6(FFE) SOG 936.1 GF=936.4 936.7(FFE) SOG 936.2 GF=936.1 936.4(FFE) SOG 935.9 GF=935.5 936.8(FFE) SOG 935.3 GF=934.8 935.1(FFE) SOG 934.6 GF=933.9 934.2(FFE) SOG 933.7 GF=932.2 924.9 FBLO 924.4 GF=929.6 922.3 FBWO 921.8 0+00 1+00 1+11.46 B L O C K3B L O C K1SEE SHEET C2.1A SEE SHEET C2.1B 30' BUILDING SETBACK20' PARKING SETBACKBLUFF CREEK BLVD.AVIENDA P A R K W A Y BLUFF CREEK BLVD.PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO. FILE NAME LANDFORMcPROJECT 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C201SCD001.DWG SITE PLAN OVERALL C2.1 NORTH 0 60 120 THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE BUILDING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 5 FT. REAR = 5 FT. RESIDENTIAL = 30 FT. PUD EXTERIOR = 30 FT. BLUFF CREEK = 40 FT. PARKING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 10 FT. REAR = 10 FT. SIDE = 10 FT. RESIDENTIAL = 20 FT. LOT COVERAGE INFORMATION IS AS FOLLOWS: LOT AREA MINIMUM = 10,000 S.F = 0.23 ACRE LOT WIDTH MINIMUM = 100 FT. (7.74 Ac) IMPERVIOUS PERVIOUS TOTAL 337,142 125,374 211,768 S.F. S.F. S.F. (7.74 Ac) IMPERVIOUS PROPOSED (WEST LOT): TOTAL PERVIOUS EXISTING (WEST LOT): 337,142 0 337,142 S.F. S.F. S.F. 100.0% 37.2% 62.8% 100.0% 0.0% 100.0% OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF, PUBLIC RIGHT-OF-WAY. THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR STAKING. DISCREPANCIES BETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER. DIMENSIONS SHOWN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE. 2. 3. 4. GREEN SPACE (LANDSCAPE AREA) GENERAL NOTES AREA SUMMARY ZONING AND SETBACK SUMMARY SITE PLAN NOTES FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT 612.252.9070. 1. LEGEND (2.74 Ac) IMPERVIOUS PERVIOUS TOTAL 119,239 45,382 73,857 S.F. S.F. S.F. (2.74 Ac) IMPERVIOUS PROPOSED (SOUTH LOT): TOTAL PERVIOUS EXISTING (SOUTH LOT): 119,239 0 119,239 S.F. S.F. S.F. 100.0% 38.1% 61.9% 100.0% 0.0% 100.0% XXMILLS DRIVEPRIVATE DRIVE NW131415 161718192021222312345678B L O C K2123456789101112DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT. DROP 1 FT. DROP 1 FT.DROP 1 FT.24999B L O C K 124242423GF=926.5926.8 (FFE)SOG926.3GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=927.1919.8FBWO919.3GF=926.6919.3FBWO918.8GF=924.5917.2FBWO916.7GF=922.9915.6FBWO915.1GF=921.8914.5FBWO914.0GF=930.6 923.3 FBWO 922.8 GF=932.9 925.6 FBWO 925.1 GF=934.3 927.0 FBWO 926.5 GF=935.7 930.2 FBWO 929.7 GF=935.1 927.8 FBWO 927.3 GF=936.1 928.8 FBWO 928.3 GF=936.2 928.9 FBWO 928.4 GF=936.2 928.9 FBWO 928.4 GF=935.3 928.0 FBWO 927.5 GF=934.5 927.2 FBWO 926.7 GF=931.8 931.2(FFE) SOG 931.6 GF=933.6 926.3 FBWO 925.8 GF=932.5 932.8(FFE) SOG 932.3 GF=933.7 934.0(FFE) SOG 933.5 GF=934.5 934.8(FFE) SOG 934.3 GF=936.3 936.6(FFE) SOG 936.1 GF=936.4 936.7(FFE) SOG 936.2 GF=936.1 936.4(FFE) SOG 935.9 GF=935.5 936.8(FFE) SOG 935.3 GF=934.8 935.1(FFE) SOG 934.6 GF=933.9 934.2(FFE) SOG 933.7 GF=932.2 924.9 FBLO 924.4 GF=929.6 922.3 FBWO 921.8B L O C K120.5'20.5'20.5'20.5'20.5'20.5'20.5'17.8'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5' 20.5' 20.5'20.5'20.5'20.5'20.5'20.5'20.5' 20.5'20.5'20.5'20.5' DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT AVIENDA P A R K W A Y 20' PARKING SETBACK 30' BUILDING SETBACK PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO. FILE NAME LANDFORMcPROJECT 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C201SCD001A.DWG SITE PLAN NORTH C2.1A NORTH 0 40 80 THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE BUILDING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 5 FT. REAR = 5 FT. RESIDENTIAL = 30 FT. PUD EXTERIOR = 30 FT. BLUFF CREEK = 40 FT. PARKING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 10 FT. REAR = 10 FT. SIDE = 10 FT. RESIDENTIAL = 20 FT. LOT COVERAGE INFORMATION IS AS FOLLOWS: LOT AREA MINIMUM = 10,000 S.F = 0.23 ACRE LOT WIDTH MINIMUM = 100 FT. (7.74 Ac) IMPERVIOUS PERVIOUS TOTAL 337,142 125,374 211,768 S.F. S.F. S.F. (7.74 Ac) IMPERVIOUS PROPOSED (WEST LOT): TOTAL PERVIOUS EXISTING (WEST LOT): 337,142 0 337,142 S.F. S.F. S.F. 100.0% 37.2% 62.8% 100.0% 0.0% 100.0% OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF, PUBLIC RIGHT-OF-WAY. THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR STAKING. DISCREPANCIES BETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER. DIMENSIONS SHOWN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE. 2. 3. 4. GREEN SPACE (LANDSCAPE AREA) GENERAL NOTES AREA SUMMARY ZONING AND SETBACK SUMMARY SITE PLAN NOTES FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT 612.252.9070. 1. LEGEND (2.74 Ac) IMPERVIOUS PERVIOUS TOTAL 119,239 45,382 73,857 S.F. S.F. S.F. (2.74 Ac) IMPERVIOUS PROPOSED (SOUTH LOT): TOTAL PERVIOUS EXISTING (SOUTH LOT): 119,239 0 119,239 S.F. S.F. S.F. 100.0% 38.1% 61.9% 100.0% 0.0% 100.0% NO SCALE MILLS DRIVE TYPICAL SECTION1 ℄ PRIVATE DRIVE 14' TO BACK 14' TO BACK 2 %2 % SURMOUNTABLE CONCRETE CURB DRAIN TILEDRAIN TILE 1.5 : 1 2" MNDOT 2360 SPWEA340C TACK COAT - 2357 2" MNDOT 2360 SPNWB330C 12" CLASS 5 AGGREGATE BASE 24" MNDOT 3149.2B SELECT GRANULAR BORROW NO SCALE PRIVATE DRIVE TYPICAL SECTION2 BLUFF CREEK BLV D . BLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARY BLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARYBLUFF CREEK BLVD.PRIVATE DRIVE S.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.1 2 3 4 5 6 7 8 9 9 GF=91 4 . 8 906.8 FBWO 906.3 GF=915.6 907.6 FBWO 907.1 GF=916.5 908.5 FBWO 908.0 GF=917.2 909.2 FBWO 908.7 GF=918.0 910.0 FBWO 909.5 GF=920.1 912.1 FBWO 911.6 GF=922.5 914.5 FBWO 914.0 GF=924. 5 916.5 FBWO 916.0 0+001+001+11.46B L O C K 3 12' 12'12'12' 12' 12' 12' 12' PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO. FILE NAME LANDFORMcPROJECT 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C201SCD001.DWG SITE PLAN SOUTH C2.1B NORTH 0 40 80 THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE BUILDING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 5 FT. REAR = 5 FT. RESIDENTIAL = 30 FT. PUD EXTERIOR = 30 FT. BLUFF CREEK = 40 FT. PARKING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 10 FT. REAR = 10 FT. SIDE = 10 FT. RESIDENTIAL = 20 FT. LOT COVERAGE INFORMATION IS AS FOLLOWS: LOT AREA MINIMUM = 10,000 S.F = 0.23 ACRE LOT WIDTH MINIMUM = 100 FT. (7.74 Ac) IMPERVIOUS PERVIOUS TOTAL 337,142 125,374 211,768 S.F. S.F. S.F. (7.74 Ac) IMPERVIOUS PROPOSED (WEST LOT): TOTAL PERVIOUS EXISTING (WEST LOT): 337,142 0 337,142 S.F. S.F. S.F. 100.0% 37.2% 62.8% 100.0% 0.0% 100.0% OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF, PUBLIC RIGHT-OF-WAY. THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR STAKING. DISCREPANCIES BETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER. DIMENSIONS SHOWN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE. 2. 3. 4. GREEN SPACE (LANDSCAPE AREA) GENERAL NOTES AREA SUMMARY ZONING AND SETBACK SUMMARY SITE PLAN NOTES FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT 612.252.9070. 1. LEGEND (2.74 Ac) IMPERVIOUS PERVIOUS TOTAL 119,239 45,382 73,857 S.F. S.F. S.F. (2.74 Ac) IMPERVIOUS PROPOSED (SOUTH LOT): TOTAL PERVIOUS EXISTING (SOUTH LOT): 119,239 0 119,239 S.F. S.F. S.F. 100.0% 38.1% 61.9% 100.0% 0.0% 100.0% ℄ PRIVATE DRIVE 14' TO BACK 14' TO BACK 2 %2 % SURMOUNTABLE CONCRETE CURB DRAIN TILEDRAIN TILE 1.5 : 1 2" MNDOT 2360 SPWEA340C TACK COAT - 2357 2" MNDOT 2360 SPNWB330C 12" CLASS 5 AGGREGATE BASE 24" MNDOT 3149.2B SELECT GRANULAR BORROW NO SCALE PRIVATE DRIVE TYPICAL SECTION1 STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS>>STS >>STS >>>>STS>>STS>>STS>>2+003+004+00 5+00 6+007+007+37.87STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>0+00 1+002+003+004+005+00STS>>STS>>STS>>STS2+003+004+00 5+00 6+007+007+37.87933.43.0%2.0%934.62.0%L.P.935.91H.P.2.3%931.74932.07930.42928.78923.94.8%3.0%13.4%2.0%2.0%936.102.0%2.0%934.925.4%932.37932.55934.03931.39931.7933.186.1% 2.3%930.13.7% 6.0% 0+00 1+002+003+004+005+00931.34931.95929.86930.47935.15.4%926.01928.34925.07930.8929.08931.69933.41934.32934.98922.46923.98926.14 935.56930.11932.43933.82934.55935.21935.63935.73933.14933.99934.80922.89924.674.1%3.0% 3.7%925.02.0%922.46914.98915.82916.63917.43919.08921.29923.62922.6510.0%925.0925.5925.0924.54924.67926.46925.6924.8925.25924.3923.9L.P.923921 920 917922924 915910911908912920 919 902904896898901904919915919919920916921.30935.1933.80933.80933.0933.0931.8931.8931.1929.0931.3928.06933.002.0%2.0%931.0926.02.8%924.0924.34925.112.0%H.P.925.5933.873.0%933.3932.653.0%929.7924.0921.7511.0%921.75919.646.8%935.7914.3392 0 92491 1904 923 9259289 1 8 9 2 2 925925926925922 928930932920916 92 1 914 92 0 92 2 921915 920919917925 921925 926925 911 923 921 924 924 920 922 920 923930929925 925 923 928 921 924 930 934933 934 934 935 934931925 922 93 5927 925 924 922 924 934935 935 936 939 9399 3 7 93 6 936936 926930934924 926 930 935934 933932924 924 9 2 6 9 3 2 9329 29 931928925924930928 929924925 926926 9 3 1 930928929924 926 933933940 938939 935934940914915916918 920 MILLS DRIVEPRIVATE DRIVE NW 2+003+004+00 5+00 6+007+007+37.87PRIVATE DRIVE S.DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT. DROP 1 FT. DROP 1 FT.DROP 1 FT.%6.9%4.2%4.5%3.5%3.0 %4.8 %6.0 %5.1 %5.3%5.1%5.0%4.2%4.8%4.7%4.3%5.1%5.1%5.2%5.1%5.3%5.8%6.3%7.7%7.2%8.5%8.0%3.0 %6.6 %6.7 %6.0 %5.3 0+00 1+002+003+004+005+00DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=926.5926.8 (FFE)SOG926.3GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=927.1919.8FBWO919.3GF=926.6919.3FBWO918.8GF=924.5917.2FBWO916.7GF=922.9915.6FBWO915.1GF=921.8914.5FBWO914.0GF=914.8906.8FBWO906.3GF=915.6907.6FBWO907.1GF=916.5908.5FBWO908.0GF=917.2909.2FBWO908.7GF=918.0910.0FBWO909.5GF=920.1912.1FBWO911.6GF=922.5914.5FBWO914.0GF=924.5916.5FBWO916.0GF=930.6 923.3 FBWO 922.8 GF=932.9 925.6 FBWO 925.1 GF=934.3 927.0 FBWO 926.5 GF=935.7 930.2 FBWO 929.7 GF=935.1 927.8 FBWO 927.3 GF=936.1 928.8 FBWO 928.3 GF=936.2 928.9 FBWO 928.4 GF=936.2 928.9 FBWO 928.4 GF=935.3 928.0 FBWO 927.5 GF=934.5 927.2 FBWO 926.7 GF=931.8 931.2(FFE) SOG 931.6 GF=933.6 926.3 FBWO 925.8 GF=932.5 932.8(FFE) SOG 932.3 GF=933.7 934.0(FFE) SOG 933.5 GF=934.5 934.8(FFE) SOG 934.3 GF=936.3 936.6(FFE) SOG 936.1 GF=936.4 936.7(FFE) SOG 936.2 GF=936.1 936.4(FFE) SOG 935.9 GF=935.5 936.8(FFE) SOG 935.3 GF=934.8 935.1(FFE) SOG 934.6 GF=933.9 934.2(FFE) SOG 933.7 GF=932.2 924.9 FBLO 924.4 GF=929.6 922.3 FBWO 921.8 2.7%3.2%3.3%3.4%3.1%3.8%3.5%4.8%OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEXX XXXIE=926.9(E) IE=926.8(NE)B-4B-5B-8B-13B-14B-25B-26B-30WETLAND #320' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)30' CITY WETLANDBUFFER SETBACK (TYP)BLUFF CREEK BLVD.AVIENDA P A R K W A Y BLUFF CREEKOVERLAY DISTRICTBLUFF CREEK BLVD.PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C301SCD001.DWG GRADING, DRAINAGE, PAVING & EROSION CONTROL PLAN - OVERALL C3.1 NORTH 0 50 100 T/W XXX.XX :Top of Wall B/W XXX.XX :Bottom of Wall Contact utility service providers for field location of services 72 hours prior to beginning grading. Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material and groundwater conditions. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Maintain stockpiles with maximum 1v:2h slopes. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Refer to Structural Specifications for earthwork requirements for building pads. An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557). Coordinate with Architectural for building stoop locations. Slopes shown on adjacent walks and pavements should continue over stoops. 13. 14. 15. 16. 17. 18. 19. 20. 21. Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Refer to SWPPP Notes on Sheet C3.X for additional requirements. Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized. Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31 MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31 MN Type 25-151 @ 120 lb./ac. - Permanent Turf Mulch MNDOT 3882 (MNDOT Type 1 @ 2 ton/ac., Disc Anchored) Erosion Control Blanket MNDOT 3885 (MNDOT Type 3N (12 mo.) 4N (24 mo.)) Fertilizer MNDOT 3881 General Placement MNDOT 2575 See 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. 12. Dry Cast Concrete Segmental Retaining Wall. Color to be determined by Owner or Architect. Provide structural design of retaining walls, following MNDOT Retaining Wall specifications for minimum design and performance. Provide construction of walls in accordance with approved design. Confirm architectural requirements for wall units with owner. Submit design to City for approval prior to Building Permit issuance. Provide coordination and assurance that related work constructed within the reinforced earth zone; including fences, underground utilities, guard rails, etc.; is in accordance with approved design and does no damage to reinforcing elements of the retaining wall. 31. 32. 33. 34. 35. Spot elevations at curblines indicate flowlines unless noted otherwise. See sheet C4.2 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. Provide 10 foot transition. Paving sections a.Bituminous Paving Refer to city of Chanhassen detail plate NO. 5201 b.Concrete Walkways Refer to City of Chanhassen detail plate NO. 5214 c.Concrete Drives, Aprons, and Exterior Slabs Refer to City of Chanhassen detail plate NO. 5207 c.Bituminous Walkways Refer to City of Chanhassen detail plate NO. 5216 Concrete Joints Install joints as shown and align across sidewalks, curbs, and pavement, paying attention to spacing of expansion joints. Joint spacing shall be as follows: a. Tooled joints: Divide panels into nominally equal areas unless shown otherwise. b. Expansion Joints: Sidewalks - 40 feet max.; Curbs - 60 feet max.; Pavement: 80 feet max.; Adjacent to building foundations and stoops. c. Contraction Joints: Sidewalks - 8 to 10 feet; Curbs and Aprons - 12 to 15 feet. Adjust all structure rims to match pavement elevations. 28. 29. 30. 31. 32. 33. GRADING NOTES PAVING NOTESGENERAL NOTES WET CAST/DRY CAST RETAINING WALL NOTES LEGEND :Inlet Protection :Tip Out Curbnnn:Silt Fence :Pavement Sawcut :Construction Limits :Vehicle Tracking Pad ESTIMATED QUANTITYSYMBOLDESCRIPTION EROSION PREVENTION AND SEDIMENT CONTROL NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. :Compost or Bio Log)))))))))))))))))))) :Erosion Control Blanket 3 933.43.0%2.0%934.62.0%L.P.935.91H.P.2.3%931.74932.07930.42928.78923.94.8%3.0%13.4%2.0%2.0%936.102.0%2.0%934.925.4%932.37932.55934.03931.39931.7933.186.1% 2.3%930.13.7% 6.0%931.34931.95929.86930.47935.15.4%926.01928.34925.07930.8929.08931.69933.41934.32934.98922.46923.98926.14 935.56930.11932.43933.82934.55935.21935.63935.73933.14933.99934.80922.89924.674.1%3.0% 3.7%925.02.0%922.4610.0%925.0925.5925.0924.54924.67926.46925.6924.8925.25924.3923.9L.P.921.30935.1933.80933.80933.0933.0931.8931.8931.1929.0931.3928.06933.002.0%2.0%931.0926.02.8%924.0924.34925.112.0%H.P.925.5933.873.0%933.3932.653.0%929.7924.0921.7511.0%921.75919.646.8%935.792 0 92491 1904 923 9259289 1 8 9 2 2 925925926925922 928930932920916 92 1 914 92 0 9 2 2 921915 920919917925 921925 926925 911 923 921 924 924 920 922 920 923930929925 925 923 928 921 924 930 934933 934 934 935 934931925 922 93 5927 925 924 922 924 934935 935 936 939 9399 3 7 93 6 936936 926930934924 926 930 935934 933932924 924 9 2 6 9 3 2 932929 931928925924930928 929924925 926926 9 3 1 930928929924 926 933933940 938939 935934940STS>>STS>>STS>>STS>>STSSTS>>STS>> STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>0+00 1+00 2+00 3+00 4+005+006+006+95.16STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>MILLS DRIVEPRIVATE DRIVE NW 0+00 1+00 2+00 3+00 4+005+006+006+95.16DROP 1 FT. DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT. DROP 1 FT. DROP 1 FT.DROP 1 FT.%6.9%4.2%4.5%3.5%3.0 %4.8 %6.0 %5.1 %5.3%5.1%5.0%4.2%4.8%4.7%4.3%5.1%5.1%5.2%5.1%5.3%5.8%6.3%7.7%7.2%8.5%8.0%3.0 %6.6 %6.7 %6.0 %5.3 GF=926.5926.8 (FFE)SOG926.3GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=927.1919.8FBWO919.3GF=926.6919.3FBWO918.8GF=924.5917.2FBWO916.7GF=922.9915.6FBWO915.1GF=921.8914.5FBWO914.0GF=930.6 923.3 FBWO 922.8 GF=932.9 925.6 FBWO 925.1 GF=934.3 927.0 FBWO 926.5 GF=935.7 930.2 FBWO 929.7 GF=935.1 927.8 FBWO 927.3 GF=936.1 928.8 FBWO 928.3 GF=936.2 928.9 FBWO 928.4 GF=936.2 928.9 FBWO 928.4 GF=935.3 928.0 FBWO 927.5 GF=934.5 927.2 FBWO 926.7 GF=931.8 931.2(FFE) SOG 931.6 GF=933.6 926.3 FBWO 925.8 GF=932.5 932.8(FFE) SOG 932.3 GF=933.7 934.0(FFE) SOG 933.5 GF=934.5 934.8(FFE) SOG 934.3 GF=936.3 936.6(FFE) SOG 936.1 GF=936.4 936.7(FFE) SOG 936.2 GF=936.1 936.4(FFE) SOG 935.9 GF=935.5 936.8(FFE) SOG 935.3 GF=934.8 935.1(FFE) SOG 934.6 GF=933.9 934.2(FFE) SOG 933.7 GF=932.2 924.9 FBLO 924.4 GF=929.6 922.3 FBWO 921.8 OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE>XX XXXXXXXCBRE=924.8IE=920.7>>>>CB RE=912.8 B-4B-13B-30WETLAND #320' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK (TYP)AVIENDA P A R K W A Y 13 14 15 16 17 18 19 20 21 22 23 1 2 3 45678 B L O C K 2 1234567 8 9 10 11 12 B L O C K 1 24 99 9 B L O C K 1 24 24 2324 PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C301SCD001A.DWG GRADING, DRAINAGE, PAVING & EROSION CONTROL PLAN - NORTH C3.1A NORTH 0 40 80SEE SHEET C3.1BT/W XXX.XX :Top of Wall B/W XXX.XX :Bottom of Wall Contact utility service providers for field location of services 72 hours prior to beginning grading. Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material and groundwater conditions. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Maintain stockpiles with maximum 1v:2h slopes. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Refer to Structural Specifications for earthwork requirements for building pads. An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557). Coordinate with Architectural for building stoop locations. Slopes shown on adjacent walks and pavements should continue over stoops. 13. 14. 15. 16. 17. 18. 19. 20. 21. Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Refer to SWPPP Notes on Sheet C3.X for additional requirements. Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized. Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31 MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31 MN Type 25-151 @ 120 lb./ac. - Permanent Turf Mulch MNDOT 3882 (MNDOT Type 1 @ 2 ton/ac., Disc Anchored) Erosion Control Blanket MNDOT 3885 (MNDOT Type 3N (12 mo.) 4N (24 mo.)) Fertilizer MNDOT 3881 General Placement MNDOT 2575 See 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. 12. Dry Cast Concrete Segmental Retaining Wall. Color to be determined by Owner or Architect. Provide structural design of retaining walls, following MNDOT Retaining Wall specifications for minimum design and performance. Provide construction of walls in accordance with approved design. Confirm architectural requirements for wall units with owner. Submit design to City for approval prior to Building Permit issuance. Provide coordination and assurance that related work constructed within the reinforced earth zone; including fences, underground utilities, guard rails, etc.; is in accordance with approved design and does no damage to reinforcing elements of the retaining wall. 31. 32. 33. 34. 35. Spot elevations at curblines indicate flowlines unless noted otherwise. See sheet C4.2 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. Provide 10 foot transition. Paving sections a.Bituminous Paving Refer to city of Chanhassen detail plate NO. 5201 b.Concrete Walkways Refer to City of Chanhassen detail plate NO. 5214 c.Concrete Drives, Aprons, and Exterior Slabs Refer to City of Chanhassen detail plate NO. 5207 c.Bituminous Walkways Refer to City of Chanhassen detail plate NO. 5216 Concrete Joints Install joints as shown and align across sidewalks, curbs, and pavement, paying attention to spacing of expansion joints. Joint spacing shall be as follows: a. Tooled joints: Divide panels into nominally equal areas unless shown otherwise. b. Expansion Joints: Sidewalks - 40 feet max.; Curbs - 60 feet max.; Pavement: 80 feet max.; Adjacent to building foundations and stoops. c. Contraction Joints: Sidewalks - 8 to 10 feet; Curbs and Aprons - 12 to 15 feet. Adjust all structure rims to match pavement elevations. 28. 29. 30. 31. 32. 33. GRADING NOTES PAVING NOTESGENERAL NOTES WET CAST/DRY CAST RETAINING WALL NOTES LEGEND :Inlet Protection :Tip Out Curbnnn:Silt Fence :Pavement Sawcut :Construction Limits :Vehicle Tracking Pad ESTIMATED QUANTITYSYMBOLDESCRIPTION EROSION PREVENTION AND SEDIMENT CONTROL NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. :Compost or Bio Log)))))))))))))))))))) :Erosion Control Blanket 3 STS >>STS >>STS >>STS >>STS MH-15 RIM: 921.36 INV: 902.84 48" DIA R-1642 PER CITY DETAIL PLATE NO: 2101 MH-13 RIM: 914.86 INL (W): 901.46 INV: 901.56 48" DIA R-1642 PER CITY DETAIL PLATE NO: 2101 MH-11 RIM: 913.56 INL (W): 900.59 INV: 900.69 48" DIA R-1642 PER CITY DETAIL PLATE NO: 2101 SAN STUB B INL (S): 899.76 PRIVATE DRIVE S.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.1 2 3 4 5 6 7 8 9 9 GF=91 4 . 8 906.8 FBWO 906.3 GF=915.6 907.6 FBWO 907.1 GF=916.5 908.5 FBWO 908.0 GF=917.2 909.2 FBWO 908.7 GF=918.0 910.0 FBWO 909.5 GF=920.1 912.1 FBWO 911.6 GF=922.5 914.5 FBWO 914.0 GF=924. 5 916.5 FBWO 916.0 0+001+001+11.462.7%3.2%3.3%3.4%3.1%3.8%3.5%4.8%B L O C K 3 B-8 B-25 B-26 B-27 20' CITY WETLAND BUFFER 30' CITY WETLAND BUFFER SETBACK (TYP) BLUFF CREEK BLV D . BLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARY BLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARYBLUFF CREEK BLVD.0+001+00 2+00 3+00 4+00 5+00 6+00 7+00 914.98915.82916.63917.43919.08921.29923.62922.65923 9219209 1 7 9 2 2 924915 910911 908 912920919 902 904 896 898 901 904 919 915 919 919920 916 914.330+001+001+11.46BP: 0+00.00 EP: 1+11.46 916 917 9 1 5 9 1 6 9 1 5 91 4 9 1 4 915 91 6918920 PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C301BSCD001.DWG GRADING, DRAINAGE, PAVING & EROSION CONTROL PLAN - SOUTH C3.1B NORTH 0 40 80 SEE SHEET C3.1A T/W XXX.XX :Top of Wall B/W XXX.XX :Bottom of Wall Contact utility service providers for field location of services 72 hours prior to beginning grading. Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material and groundwater conditions. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Maintain stockpiles with maximum 1v:2h slopes. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Refer to Structural Specifications for earthwork requirements for building pads. An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557). Coordinate with Architectural for building stoop locations. Slopes shown on adjacent walks and pavements should continue over stoops. 13. 14. 15. 16. 17. 18. 19. 20. 21. Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Refer to SWPPP Notes on Sheet C3.X for additional requirements. Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized. Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31 MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31 MN Type 25-151 @ 120 lb./ac. - Permanent Turf Mulch MNDOT 3882 (MNDOT Type 1 @ 2 ton/ac., Disc Anchored) Erosion Control Blanket MNDOT 3885 (MNDOT Type 3N (12 mo.) 4N (24 mo.)) Fertilizer MNDOT 3881 General Placement MNDOT 2575 See 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. 12. Dry Cast Concrete Segmental Retaining Wall. Color to be determined by Owner or Architect. Provide structural design of retaining walls, following MNDOT Retaining Wall specifications for minimum design and performance. Provide construction of walls in accordance with approved design. Confirm architectural requirements for wall units with owner. Submit design to City for approval prior to Building Permit issuance. Provide coordination and assurance that related work constructed within the reinforced earth zone; including fences, underground utilities, guard rails, etc.; is in accordance with approved design and does no damage to reinforcing elements of the retaining wall. 31. 32. 33. 34. 35. Spot elevations at curblines indicate flowlines unless noted otherwise. See sheet C4.2 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. Provide 10 foot transition. Paving sections a.Bituminous Paving Refer to city of Chanhassen detail plate NO. 5201 b.Concrete Walkways Refer to City of Chanhassen detail plate NO. 5214 c.Concrete Drives, Aprons, and Exterior Slabs Refer to City of Chanhassen detail plate NO. 5207 c.Bituminous Walkways Refer to City of Chanhassen detail plate NO. 5216 Concrete Joints Install joints as shown and align across sidewalks, curbs, and pavement, paying attention to spacing of expansion joints. Joint spacing shall be as follows: a. Tooled joints: Divide panels into nominally equal areas unless shown otherwise. b. Expansion Joints: Sidewalks - 40 feet max.; Curbs - 60 feet max.; Pavement: 80 feet max.; Adjacent to building foundations and stoops. c. Contraction Joints: Sidewalks - 8 to 10 feet; Curbs and Aprons - 12 to 15 feet. Adjust all structure rims to match pavement elevations. 28. 29. 30. 31. 32. 33. GRADING NOTES PAVING NOTESGENERAL NOTES WET CAST/DRY CAST RETAINING WALL NOTES LEGEND :Inlet Protection :Tip Out Curbnnn:Silt Fence :Pavement Sawcut :Construction Limits :Vehicle Tracking Pad ESTIMATED QUANTITYSYMBOLDESCRIPTION EROSION PREVENTION AND SEDIMENT CONTROL NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. :Compost or Bio Log)))))))))))))))))))) :Erosion Control Blanket 3 SSMH RE=937.7 IE=925.9(W)XXXX >>>>WETLAND #30+00 1+00 1+11.46 SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN> SAN >SAN>SAN>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>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>1+002+003+004+00 5+00 6+007+007+37.870+00 1+002+003+00 4+005+006+006+95.16STS>>STS>>STS >>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS >> 0+00 1+002+003+004+005+006+007+00STS>>STS>>STS>>STS>>STS>>STS>>B L O C K 224 9PRIVATE DRIVE NW BLUFF CREEK BOULEVARDB L U F F C R E E K B O U L E V A R D 24 8 BLOCK 1 9 10 11 12 24 7 6 5 4 23 3 2 1 BLOCK 1 13 14 15 16 24 17 18 19 12 20 21 22 23 AVIENDA PARK W A Y MILLS DRIVE8 7 6 5 4 9 3 2 1 9 B L O C K 3 3 2 1 9 4 5 6 7 8 9 PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO. FILE NAME LANDFORMcPROJECT 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C401SCD001.DWG UTILITIES OVERALL C4.1 NORTH 0 60 120 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2021 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracker wire with all non-conductive utilities per city specifications. Connect to city utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate NO. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.1/x. Reserved. Reserved. Reserved. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES SSMH RE=937.7 IE=925.9(W)XXXX >>>>IE.=876.67SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>SAN MH 41-040 RIM: 925.62 INL (E): 900.77 INL (S): 912.10 INV: 894.79 SAN MH 41-041 RIM: 923.08 INL (SE): 901.48 INV: 901.38 SAN MH 41-034 RIM: 909.72 INL (SE): 890.59 INV: 890.69 30' - 8" PVC @ 0.50%SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>1+002+003+004+00 5+00 6+007+007+37.870+00 1+00 2+00 3+00 4+005+006+006+95.16STS>>MH-1 STS>>STS >>STS>>STS>>STS >>STS>>STS>>MH-1 RIM: 934.93 INL (S): 913.99 INV: 913.89 48" DIA R-1642 PER CITY DETAIL PLATE NO: 2101 64' - 8 " P V C @ 0 . 5 0 % 328' - 8" PVC @ 0.50% SAN STUB A INL (S): 912.25 MH 2 RIM: 934.99 INL (SE): 914.41 INV: 914.31 48" DIA R-1642 PER CITY DETAIL PLATE NO: 2101 54' - 8" P V C @ 0. 5 0 % MH 3 RIM: 933.90 INL (S): 914.78 INV: 914.68 48" DIA R-1642 PER CITY DETAIL PLATE NO: 2101 160' - 8" PVC @ 0.50% MH 4 RIM: 930.78 INL (SE): 915.68 INV: 915.58 48" DIA R-1642 PER CITY DETAIL PLATE NO: 210149' - 8" PVC @ 0.50 % MH 5 RIM: 928.54 INL (E): 916.02 INV: 915.92 48" DIA R-1642 PER CITY DETAIL PLATE NO: 210195' - 8" PVC @ 0.50%MH 6 RIM: 924.63 INV: 916.50 48" DIA R-1642 PER CITY DETAIL PLATE NO: 2101 B L O C K 2249PRIVATE DRIVE NW 24 8 BLOCK 1 9 10 11 12 24 7 6 5 4 23 3 2 1 BLOCK 1 13 14 15 16 24 17 18 19 12 20 21 22 23 AVIENDA PARK W A Y MILLS DRIVE8 7 6 5 4 9 3 2 1 9 PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO. FILE NAME LANDFORMcPROJECT 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C401SCD001.DWG UTILITIES NORTH C4.1A GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2021 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracker wire with all non-conductive utilities per city specifications. Connect to city utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate NO. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.1/x. Reserved. Reserved. Reserved. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES NORTH 0 40 80 NORTH 0 40 80 0+001+001+11.46SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN > SAN > SAN > SAN > SAN >SAN >SAN >0+001+00 2+00 3+00 4+00 5+00 6+00 7+00 7+77.49 STS >>STS >>STS >>STS >>STS >> MH-15 RIM: 921.36 INV: 902.84 48" DIA R-1642 PER CITY DETAIL PLATE NO: 2101 276' - 8" PVC @ 0.50% MH-13 RIM: 914.86 INL (W): 901.46 INV: 901.56 48" DIA R-1642 PER CITY DETAIL PLATE NO: 2101 194' - 8" P V C @ 0 . 5 0 % MH-11 RIM: 913.56 INL (W): 900.59 INV: 900.69 48" DIA R-1642 PER CITY DETAIL PLATE NO: 2101 170' - 8" PVC @ 0.50% MH-10 RIM: 900.53 INL (W): 899.84 INV: 899.94 48" DIA R-1642 PER CITY DETAIL PLATE NO: 210136' - 8" PVC@ 0.50%SAN STUB B INL (S): 899.76 BLUFF CRE E K BOULEVARD BLUFF CREEK BOULEVARDB L O C K 332194 56789PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO. FILE NAME LANDFORMcPROJECT 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C401SCD001.DWG UTILITIES SOUTH C4.1B GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 2021 City of Chanhassen standards specifications. Contact utility service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy. Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracker wire with all non-conductive utilities per city specifications. Connect to city utilities in accordance with City of Chanhassen standards. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate NO. 2204. All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch basins and other structures. Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas. Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.1/x. Reserved. Reserved. Reserved. Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctor density (ASTM D1557). Maintain 7.5' cover on watermain 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. UTILITY NOTES NORTH 0 40 80 DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. ACGM 2 Acer saccharum `Green Mountain` TM Green Mountain Sugar Maple 60`H x 40`W 2.5"Cal B & B AFJ3 12 Acer x freemanii `Jeffersred`Autumn Blaze Maple 50`H x 40`W 2.5"Cal B & B BENI 8 Betula nigra River Birch 60`H x 50`W 2.5"Cal B & B GYDI 3 Gymnocladus dioica Kentucky Coffee Tree 70`H x 45`W 2.5"Cal B & B TILG 13 Tilia cordata `Greenspire`Greenspire Littleleaf Linden 60`H x 40`W 2.5"Cal B & B ULMO 5 Ulmus x `Morton Accolade` TM American Elm `Accolade`60`H x 40`W 2.5" Cal.B & B EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. PIGL 5 Picea glauca White Spruce 50`H x 20`W 6`B & B PIDE6 44 Picea glauca 'Densata'Black Hills White Spruce 45`H x 20`W 6` Ht.B & B PIDE8 26 Picea glauca `Densata`Black Hills Spruce 45`H x 20`W 8` HT B & B THTY 5 Thuja occidentalis `Techny`Techny Arborvitae 15`H x 10`W 6` Ht.B & B FFE=923.0FFE=922.0FFE=915.0FFE=923.0FFE=922.0FFE=915.0MILLS DRIVE131415161718192021222312345678B L O C K 2123456789101112249991234567899B L O C K 124242423B L O C K 3B L O C K 1SAN > SAN>SAN >SAN >SAN>SAN>SAN> SAN >SAN >SAN >SAN >SAN>SAN>SAN >SAN >SAN> SAN> SAN >SAN>SAN> SAN >SAN >SAN>SAN>SAN >SAN>SAN >SAN >SAN> SAN>SAN>SAN > SAN>SAN >SAN > SAN> SAN>SAN >SAN >SAN>SAN >SAN >SAN>SAN >SAN >SAN >SAN>SAN> SAN >SAN>SAN > SAN > SAN>SAN>SAN> SAN >SAN >SAN>SAN >SAN >SAN>SAN >SAN >SAN>SAN >SAN >SAN> SAN> SAN >SAN >SAN>SAN>SAN >SAN>SAN >SAN >SAN>SAN>SAN>SAN > SAN>SAN>SAN > SAN> SAN>SAN >SAN >SAN>SAN >SAN >SAN>SAN >SAN >SAN >SAN >SAN > SAN >SAN>SAN > SAN > SAN>SAN> SAN> SAN >SAN>SAN>SAN >SAN >SAN> SAN >SAN >SAN>SAN >SAN 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>>STS>>STS>>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>> STS >>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>> STS >>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>> STS >>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>> STS>>STS >>STS >> STS >>STS>>STS >> STS >> STS>>STS >>STS >>STS >>STS >> STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS>>STS>>STS >>STS >>STS>>STS>>STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS>>STS >>STS>>STS>>STS >>STS >>STS>>STS>>STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS>>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS >>STS>>STS >>STS>>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS>>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS>> STS >>STS >>STS>>STS>>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS >> STS>>STS >>STS >>STS >>STS >>STS >>STS >> STS >>STS>>STS >> STS >> STS >> STS>>STS>> STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS>>STS>> STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >>STS>>STS >>STS >> STS >> STS>>STS>> STS >> STS >> STS >>STS>> STS >> STS >> STS >> STS>>STS>> STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS>>STS>> STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS>>STS>> STS >> STS >> STS >> STS>>STS>>STS>>STS >> STS >> STS >> STS >> STS >> STS >>STS >> STS >> STS>>STS>>STS>>STS >> STS >> STS >> STS >> STS >> STS >>STS >>STS >>STS >>STS>>STS>> STS >> STS >> STS >>STS>>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS >> STS >> STS >> STS >> STS >> STS >>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN >SAN >SAN>SAN >SAN>SAN>SAN>SAN >SAN > STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS >> STS >> STS>>STS >>STS>>STS >>STS>>STS>> STS>>STS>>STS >>STS>>STS>>STS>>STS >>STS >>STS >>STS>>STS>> STS>>STS>>STS >>STS>> STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS >>STS >>STS >>STS>>STS>> STS>>STS>>STS >>STS>> STS>>STS>>STS>>STS >>STS >>STS>>STS>> STS >>STS>>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >>STS >> STS >> STS >> STS>>STS>>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS >> STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>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>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>> STS >>STS >>STS>> STS>> STS >> STS >>STS >>STS >> STS>>STS >>STS >>STS>>STS >>STS >> STS>>STS >>STS >> STS>>STS >>STS >> STS >>STS >>STS >>STS>>STS >>STS >>STS >> STS >>STS >>STS >> STS >>STS >>STS >> STS >>STS >>STS >> STS>> STS>> STS>> STS >>STS >>STS>>STS>> STS>> STS >>STS>>STS>> STS>> STS >>STS>> STS>> STS>>STS>> STS>> STS >> STS>> STS>> STS>> STS>> STS>> STS>> STS>> STS>> STS>> STS >>STS >>STS >>STS >> STS >> STS >>STS>> STS >> STS>> STS>> STS>> STS>> STS>> STS >>STS>> STS>> STS >>STS >>STS >>STS >> STS >> STS >>STS>> STS >> STS>> STS>> STS>> STS>> STS>> STS>> STS>> STS>> STS>> STS >>STS >>STS >>STS >> STS >> STS >>STS>>STS>> STS>> STS>> STS>> STS>> STS>> STS >>STS>> STS>> STS>> STS >>STS >>STS >>STS >> STS >> STS >>STS>> STS >> STS>> STS>> STS>> STS>> STS>> STS>> STS>> STS>> STS >>STS >>STS >> STS >>STS>>STS>> STS >> STS >> STS>>STS>> STS >>STS >>STS >>STS >> STS >> STS >> STS >> STS >> STS >>STS >>STS >>STS>>STS >> STS >> STS >> STS>>STS>>STS >>STS >>STS>>STS>> STS >> STS >> STS>>STS>>STS >>STS >>STS>>STS>> STS >> STS >> STS >>STS>>STS >>STS >>STS >> STS >> STS >> STS >> STS >> STS >>STS >>STS >>STS >> STS >>STS>> STS >> STS >> STS >>STS>>STS >>STS >> STS>>STS>> STS >> STS >> STS>>STS>>STS >>STS >> STS>>STS>> STS >> STS >> STS >>STS >>STS >>STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS >> STS >> STS >>STS>> STS >> STS >>STS>>STS>>STS >> STS >> STS>>STS>> STS >>STS>>STS>> STS >> STS >> STS >> STS >> STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS>>STS>>STS >> STS >> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >> STS >> STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS>>STS>>STS >> STS >> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >> STS >> STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS>>STS>>STS >> STS >> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS>>STS>>STS>> STS >> STS >> STS >>STS >> STS>>STS>>STS >> STS >> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >>STS >> STS >>STS>>STS>> STS >> STS >> STS >> STS >> STS>>STS>>STS>> STS >> STS >>STS >> STS >> STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS>>STS>>STS >> STS >>STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >> STS >> STS >>STS>>STS>> STS >>STS >> STS >> STS >> STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS>>STS>>STS>>STS >> STS >> STS >> STS >> STS>>STS>>STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS >> STS >> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >> STS >> STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>> STS >> STS >> STS >> STS >> STS >> STS>>STS >>STS>>STS>>STS >>STS>> STS >> STS >> STS >> STS>>STS >> STS >> STS>>STS >>STS>> STS>>STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS >>STS>> STS >> STS >> STS >> STS>>STS >> STS >> STS>>STS >>STS>> STS>>STS >> STS >> STS >> STS >>STS >> STS >> STS >>STS>>STS >>STS>> STS>>STS >> STS >> STS >> STS >> STS >> STS>>STS >>STS>> STS>>STS >>STS>> STS >> STS >>STS >> STS >> STS >> STS>>STS >>STS>> STS>>STS >>STS>> STS >> STS >> STS >> STS>>STS >> STS >> STS>>STS >>STS>> STS>>STS >>STS >> STS >> STS >> STS >> STS >>STS>> STS>>STS >>STS>> STS >> STS >> STS >> STS>>STS >> STS >> STS>>STS >>STS>> STS>>STS >>STS>> STS >> STS >>STS >> STS >> STS >> STS>>STS >>STS>> STS>>STS >>STS>> STS >> STS >> STS >> STS>>STS >>STS >> STS>>STS >>STS>> STS >> STS >>STS >> STS>> STS >> STS >> STS >>STS>> STS>>STS >>STS>> STS >> STS >>STS >> STS>>STS >>STS >> STS>>STS >>STS>>STS >>STS >> STS>> STS>>STS >>STS >> STS >> STS >>STS >>STS>>STS >> STS >>STS >>STS>> STS>>STS >>STS >>STS >> STS>> STS>>STS >>STS >> STS >> STS >>STS >> STS>> STS>>STS >>STS>> STS >>STS >>STS >>STS>>STS >>STS >>STS >> STS>> STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS>>STS >>STS >>STS >> STS >>STS >>STS >>STS >> STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>> STS>>STS >>STS >>STS>> STS>> STS>>STS >> >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS >>STS >>STS>> STS>>STS >>STS >>STS >> STS >>STS >>STS >>STS >> STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS>> STS>>STS >>STS >>STS >> STS >>STS >>STS >>STS >> STS >> STS >>STS >>STS >> STS >> STS >>STS >>STS>>STS >> STS >>STS >>STS>> STS>>STS>>STS >>STS >> STS>> STS>> STS >>STS>>STS >> STS >>STS >>STS>> STS>>STS >>STS >>STS >> STS>> STS>>STS >>STS >> STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS>> STS>>STS >>STS >>STS >> STS >>STS>>STS>> STS>>STS >>STS >>STS>> STS>>STS>>STS >>STS >> STS>>STS>>STS>>STS >> STS >>STS>>STS>>STS >> STS>>STS >>STS >>STS>> STS>>STS>>STS >>STS>> STS>>STS>>STS >>STS >> STS>>STS>>STS >>STS >> STS>> STS>>STS >>STS >> STS >> STS >>STS>>STS>>STS >> STS >>STS >>STS>> STS>>STS >>STS >>STS >> STS>> STS>>STS >>STS >> STS >>STS >>STS >>STS >> STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS>> STS>>STS >>STS >>STS >> STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS>>STS>>STS >>STS >> STS>>STS>>STS>>STS >> STS >>STS>>STS>>STS>> STS >>STS >>STS>>STS>> STS>>STS >>STS >> STS>>STS>>STS>>STS >> STS >>STS>>STS >>STS>> STS >>STS >>STS >>STS>>STS >>STS>>STS >>STS>> STS>>STS >>STS >>STS >> STS>> STS>>STS >>STS>> STS >>STS >>STS >>STS>> STS>>STS >>STS >>STS>> STS>>STS>>STS >>STS >> STS>>STS>>STS >>STS >> STS >> STS >>STS >>STS >>STS >> STS >>STS >>STS>>STS >>STS >>STS >>STS>> STS>> STS>>STS >>STS >> STS >> STS>> STS>>STS>>STS >>STS >> STS>>STS>>STS>>STS >> STS >>STS>>STS>>STS >> STS>>STS >>STS >>STS>> STS>>STS>>STS >>STS>> STS>>STS>>STS >>STS >> STS >>STS>>STS >>STS>> STS >> STS >>STS >>STS>> STS>> STS >>STS >>STS>> STS>>STS>>STS >>STS >> STS>>STS>>STS >>STS>> STS >> STS >>STS >>STS >> STS >> STS>>STS >>STS >>STS >> STS >>STS >>STS>> STS>>STS >>STS >>STS>> STS>>STS>>STS >>STS >> STS>>STS>>STS>>STS >> STS >>STS>>STS>>STS >> STS>>STS >>STS>>STS>> STS>>STS>>STS >>STS>> STS>>STS>>STS >> >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS>> STS >>STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS>> STS >>STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS>> STS>> STS >>STS >> STS >> STS >> STS >>STS>> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS>> STS >>STS >> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS >> STS>> STS>> STS >> STS >> STS >> STS >> STS>> STS >>STS >> STS >> STS >> STS >>STS >> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS >>STS >> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS>>STS>> STS>>STS>>STS>> STS>> STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>> SAN > SAN > SAN >SAN>SAN> SAN > SAN > SAN > SAN > SAN >SAN> SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN >SAN>SAN> SAN > SAN > SAN > SAN >SAN>SAN> SAN > SAN > SAN > SAN > SAN >SAN> SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN >SAN>SAN> SAN > SAN > SAN > SAN >SAN>SAN> SAN > SAN > SAN > SAN > SAN >SAN> SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN >SAN>SAN> SAN > SAN > SAN > SAN >SAN>SAN> SAN> SAN > SAN > SAN > SAN >SAN> SAN > SAN > SAN > SAN > SAN >SAN> SAN > SAN > SAN > SAN > SAN >SAN> SAN> SAN> SAN> SAN> SAN > SAN > SAN> SAN >SAN > SAN> SAN> SAN > SAN > SAN> SAN >SAN> SAN > SAN >SAN> SAN > SAN> SAN> SAN > SAN > SAN> SAN> SAN > SAN> SAN> SAN > SAN > SAN> SAN>SAN> SAN > SAN >SAN > SAN > SAN> SAN >SAN > SAN > SAN> SAN> SAN > SAN> SAN> 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SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>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 >> STS >> STS >>STS>>STS >> STS >> STS >> STS >>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >>STS >> STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS >> STS >> STS >> STS>>STS>> STS >> STS >>STS>> STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >> STS>>STS>> STS >> STS >>STS>> STS >> STS >> STS >> STS >> STS >>STS >> STS>>STS>>STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >> STS>>STS >> STS >>STS >>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >> STS >> STS >> STS >> STS >> STS >>STS >> STS >>STS>>STS>>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS>>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>>STS >>STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >>STS >> STS >> STS >> STS >> STS>>STS>>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS>>STS>>STS >> STS >> STS >> STS >> STS >>STS >> STS >> STS >>STS>>STS>>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS >>STS>>STS>>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS >>STS >>STS >>STS >>STS>> STS>>STS>>STS >>SAN>SAN> SAN >SAN > SAN >SAN>SAN > SAN > SAN > SAN>SAN> SAN > SAN >SAN >SAN>SAN > SAN >SAN > SAN > SAN >SAN > SAN > SAN >SAN>SAN> SAN > SAN > SAN >SAN>SAN > SAN >SAN > SAN >SAN> SAN > SAN >SAN >SAN>SAN > SAN > SAN > SAN>SAN >SAN > SAN >SAN >SAN>SAN> SAN > SAN >SAN >SAN>SAN >SAN > SAN > SAN>SAN>SAN > SAN >SAN >SAN>SAN > SAN > SAN >SAN>SAN>SAN >SAN > SAN >SAN>SAN>SAN > SAN > SAN >SAN>SAN > SAN > SAN >SAN>SAN> SAN > SAN > SAN >SAN> SAN >SAN > SAN > SAN>SAN>SAN >SAN > SAN >SAN>SAN> SAN > SAN > SAN >SAN>SAN >SAN >SAN > SAN>SAN> SAN >SAN > SAN >SAN>SAN > SAN > SAN > SAN >SAN>SAN >SAN >SAN >SAN>SAN> SAN >SAN > SAN >SAN>SAN > SAN > SAN > SAN>SAN> SAN > SAN >SAN >SAN>SAN > SAN >SAN > SAN > SAN>SAN > SAN > SAN >SAN>SAN> SAN > SAN > SAN >SAN>SAN > SAN >SAN > SAN >SAN> SAN > SAN >SAN >SAN>SAN >SAN > SAN > SAN>SAN >SAN > SAN >SAN >SAN>SAN> SAN > SAN >SAN >SAN>SAN >SAN > SAN > SAN >SAN>SAN > SAN > SAN >SAN>SAN > SAN > SAN >SAN>SAN > SAN >SAN > SAN >SAN>SAN>SAN > SAN > SAN >SAN>SAN > SAN > SAN >SAN>SAN> SAN > SAN > SAN >SAN>SAN >SAN > SAN > SAN>SAN>SAN >SAN > SAN >SAN>SAN> SAN > SAN > SAN >SAN>SAN >SAN >SAN > SAN>SAN> SAN >SAN > SAN >SAN>SAN > SAN > SAN > SAN>SAN>SAN > SAN >SAN >SAN>SAN> SAN >SAN > SAN >SAN>SAN > SAN > SAN > SAN>SAN> SAN > SAN > SAN >SAN>SAN > SAN >SAN > SAN > SAN>SAN > SAN >SAN >SAN>SAN> SAN > SAN > SAN >SAN>SAN > SAN >SAN >SAN >SAN> SAN > SAN >SAN >SAN>SAN >SAN > SAN > SAN>SAN >SAN > SAN >SAN >SAN>SAN> SAN > SAN >SAN >SAN>SAN >SAN > SAN > SAN >SAN>SAN > SAN > SAN >SAN>SAN > SAN > SAN >SAN>SAN > SAN > SAN > SAN >SAN > SAN >SAN>SAN>SAN>SAN >SAN > SAN >SAN> SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN>SAN >SAN > SAN >SAN> SAN > SAN > SAN > SAN > SAN > SAN>SAN>SAN>SAN >SAN > SAN >SAN> SAN >SAN >SAN > SAN >SAN > SAN>SAN>SAN>SAN > SAN >SAN >SAN>SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN > SAN >SAN> SAN > SAN > SAN > SAN > SAN > SAN>SAN > SAN>SAN > SAN >SAN > SAN >SAN> SAN >SAN>SAN > SAN >SAN>SAN >SAN>SAN >SAN > SAN >SAN >SAN>SAN >SAN>SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN > SAN >SAN> SAN > SAN > SAN > SAN > SAN > SAN>SAN>SAN>SAN > SAN >SAN >SAN>SAN > SAN >SAN >SAN > SAN >SAN>SAN>SAN>SAN >SAN > SAN >SAN> SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN> SAN > SAN > SAN > SAN > SAN > SAN>SAN>SAN>SAN >SAN > SAN >SAN> SAN >SAN > SAN >SAN >SAN > SAN>SAN>SAN>SAN > SAN >SAN >SAN>SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN >SAN>SAN> SAN >SAN> SAN > SAN > SAN>SAN > SAN>SAN > SAN >SAN > SAN >SAN> SAN >SAN> SAN > SAN >SAN > SAN >SAN>SAN>SAN > SAN >SAN >SAN>SAN >SAN>SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN >SAN> SAN > SAN >SAN > SAN > SAN>SAN>SAN >SAN > SAN >SAN >SAN >SAN>SAN> SAN >SAN > SAN > SAN >SAN>SAN>SAN > SAN >SAN > SAN > SAN >SAN>SAN>SAN > SAN >SAN > SAN >SAN>SAN>SAN >SAN > SAN >SAN >SAN>SAN>SAN > SAN >SAN > SAN > SAN >SAN>SAN> SAN > SAN >SAN > SAN > SAN>SAN>SAN > SAN > SAN >SAN > SAN >SAN>SAN> SAN >SAN > SAN >SAN >SAN>SAN>SAN > SAN >SAN > SAN >SAN >SAN>SAN> SAN > SAN >SAN > SAN >SAN>SAN>SAN > SAN > SAN >SAN > SAN >SAN>SAN > SAN >SAN > SAN >SAN >SAN>SAN> SAN > SAN >SAN > SAN >SAN >SAN>SAN > SAN > SAN >SAN > SAN >SAN>SAN> SAN > SAN > SAN >SAN > SAN > SAN>SAN > SAN >SAN > SAN >SAN >SAN>SAN> SAN > SAN >SAN > SAN >SAN>SAN>SAN > SAN > SAN >SAN > SAN>SAN>SAN > SAN > SAN > SAN >SAN >SAN>SAN>SAN > SAN >SAN > SAN >SAN>SAN> SAN > SAN > SAN >SAN > SAN >SAN>SAN> 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>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS >>STS>>STS>>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS>>STS>>STS >>STS>>STS >>STS >>STS >>STS>>STS>>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >> STS>>STS >>STS>>STS>>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS>>STS>>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >> STS >> STS >>STS>>STS>> STS >> STS>> STS >> STS >> STS >>STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>> STS >> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS >>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>> STS >> STS >>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> 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 >> STS >> STS >>STS>> STS >> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >>STS>>STS>> STS >>STS >> STS >> STS>>STS>>STS >> STS >> STS >> STS>>STS>>STS >> STS >> STS >> STS >>STS>> STS >> STS >> STS >> STS >>STS>>STS>> L2.3 1 ENLARGED LANDSCAPE PLAN - SOUTHL2.3 1 ENLARGED LANDSCAPE PLAN - NORTH 'B' L2.2 1 ENLARGED LANDSCAPE PLAN - NORTH 'A'FEATURE PLANT BEDFEATURE PLANT BEDFEATURE PLANT BEDBLUFF CREEK BLVD AVIENDA PARKWAY ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. MASS 19 Malus x `Spring Snow`Spring Snow Crabapple 25`H x 20`W 1.5"Cal B & B SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CORE 50 Cornus sericea Red Twig Dogwood 10`H x 10`W 5 GAL.POT PHYS 51 Physocarpus opulifolius 'Diabolo'Dwarf Ninebark 6`H x 6`W #3 POT THTE 48 Thuja occidentalis `Techny`Techny Arborvitae 15`H x 8`W 6` HT.B&B VITR 57 Viburnum trilobum American Cranberrybush 10`H x 10`W 5 GAL.POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CAKF 8 Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass 4`H x 2`W 2 GAL.POT MIPU 71 Miscanthus purpurascens Silver Grass 5`H x 3`W 1 GAL.POT PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER ASCH 18 Astilbe chinensis `Vision in White`Vision in White Chinese Astilbe 1.5`H x 1.5W #1 Cont.POT PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 L201SCD001.DWG LANDSCAPE PLAN - OVERALL L2.1 NORTH 0 60 120 Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Seed mixture (MNDOT 25-141) as defined in current MNDOT Seeding Manual. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 6 inches of topsoil and seed all turf areas disturbed by Construction. Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control. Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. Quantities shown on this sheet are total quantities for design. See Details for depth of planting soil. Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas. Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1. PLANT SCHEDULE - OVERALL CITY REQUIREMENTS Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 15. 16. 17. LEGEND Minimum of one (1) deciduous or coniferous tree placed in front yard of each lot. City Approved Tree List (Sec. 18-61) Buffers required when plat is contiguous with a colllector and/or arterial street. Buffers shall be a mix of trees and shrubs. Seeded turf. See Note #4 DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. ACGM 1 Acer saccharum `Green Mountain` TM Green Mountain Sugar Maple 60`H x 40`W 2.5"Cal B & B AFJ3 3 Acer x freemanii `Jeffersred`Autumn Blaze Maple 50`H x 40`W 2.5"Cal B & B GYDI 3 Gymnocladus dioica Kentucky Coffee Tree 70`H x 45`W 2.5"Cal B & B TILG 7 Tilia cordata `Greenspire`Greenspire Littleleaf Linden 60`H x 40`W 2.5"Cal B & B EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. PIGL 2 Picea glauca White Spruce 50`H x 20`W 6`B & B PIDE6 14 Picea glauca 'Densata'Black Hills White Spruce 45`H x 20`W 6` Ht.B & B PIDE8 4 Picea glauca `Densata`Black Hills Spruce 45`H x 20`W 8` HT B & B SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CORE 21 Cornus sericea Red Twig Dogwood 10`H x 10`W 5 GAL.POT PHYS 11 Physocarpus opulifolius 'Diabolo'Dwarf Ninebark 6`H x 6`W #3 POT THTE 16 Thuja occidentalis `Techny`Techny Arborvitae 15`H x 8`W 6` HT.B&B VITR 18 Viburnum trilobum American Cranberrybush 10`H x 10`W 5 GAL.POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER MIPU 21 Miscanthus purpurascens Silver Grass 5`H x 3`W 1 GAL.POT AVIEN D A P A R K W A Y 1314151617181920123456789101112B L O C K 1242423STS>>STS>>STS >>STS>>STS>>STS >> STS >>STS>> STS >> STS >>STS >>STS>> STS >>STS >>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 >> STS >>STS>>STS >>STS >>STS >> STS >> STS >>STS>>STS>>STS >> STS >> STS >> STS >> STS >>STS>>STS >>STS >> STS >> STS >> STS >>STS>>STS>>STS >> STS >> STS >>STS >> STS >>STS>>STS >>STS >> STS >> STS >> STS >>STS>>STS>>STS >>STS >>STS >> STS >> STS >>STS>>STS >>STS >> STS >> STS >> STS >>STS>>STS>>STS >>STS >> STS >> STS >> STS >>STS>>STS >>STS >> STS >> STS >>STS >>STS>>STS>> STS >>STS >> STS >> STS >> STS >>STS>>STS>>STS >>STS >> STS >> STS >> 30' SITE TRIANGLE (2) TILG (1) ACGM (3) BENI (2) BENI(2) AFJ3(3) ULMO (2) ULMO (3) AFJ3 (3) TILG (2) BENI (1) BENI (5) THTE (2) CORE (2) PIDE8 (3) PIDE6 (3) CORE (3) THTE (3) THTE (3) CORE (4) THTE (3) PIDE6 (3) CORE(3) THTE(2) PIDE8 (5) PIDE6(3) PIDE8(2) PIDE6 (1) PIDE6 (1) PIGL(1) PIDE8 (1) PIDE6(1) PIGL (1) PIDE6 (1) PIDE8 (1) PIGL (1) PIDE8 (1) CORE (3) THTE (5) PHYS (3) CORE (5) VITR (5) MIPU (5) MIPU (3) VITR (3) CORE (3) VITR (4) PHYS (3) THTE (7) MIPU (3) VITR (2) CORE (2) THTE (2) CORE (5) PHYS (5) MIPU (2) VITR (2) THTE (3) VITR (6) PHYS (2) THTE (3) CORE (4) VITR (2) PHYS (2) THTE (3) VITR (2) THTE (1) CORE (7) MIPU MILLS DRIVEPROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 L202SCD001.DWG ENLARGED LANDSCAPE PLAN - NORTH - A L2.2 NORTH 0 30 60MATCHLINE - SEE SHEET L2.3Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Seed mixture (Specify Native Seed Mix) as defined in current MNDOT Seeding Manual. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 6 inches of topsoil and seed all turf areas disturbed by Construction. Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control. Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. Quantities shown on plant schedule are for this sheet only. See sheet L2.1 for overall quantities for design. See Details for depth of planting soil. Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas. Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas. Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1. PLANT SCHEDULE - NORTH 'B' LEGEND Seeded Turf. See Note #4 DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. ACGM 1 Acer saccharum `Green Mountain` TM Green Mountain Sugar Maple 60`H x 40`W 2.5"Cal B & B AFJ3 3 Acer x freemanii `Jeffersred`Autumn Blaze Maple 50`H x 40`W 2.5"Cal B & B GYDI 3 Gymnocladus dioica Kentucky Coffee Tree 70`H x 45`W 2.5"Cal B & B TILG 7 Tilia cordata `Greenspire`Greenspire Littleleaf Linden 60`H x 40`W 2.5"Cal B & B EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. PIGL 2 Picea glauca White Spruce 50`H x 20`W 6`B & B PIDE6 14 Picea glauca 'Densata'Black Hills White Spruce 45`H x 20`W 6` Ht.B & B PIDE8 4 Picea glauca `Densata`Black Hills Spruce 45`H x 20`W 8` HT B & B SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CORE 21 Cornus sericea Red Twig Dogwood 10`H x 10`W 5 GAL.POT PHYS 11 Physocarpus opulifolius 'Diabolo'Dwarf Ninebark 6`H x 6`W #3 POT THTE 16 Thuja occidentalis `Techny`Techny Arborvitae 15`H x 8`W 6` HT.B&B VITR 18 Viburnum trilobum American Cranberrybush 10`H x 10`W 5 GAL.POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER MIPU 21 Miscanthus purpurascens Silver Grass 5`H x 3`W 1 GAL.POT MILLS DRIVE2021222312345678B L O C K 224999SAN>STS>>STS >>30' SITE TRIANGLE AVIENDA PARK W A Y FEATURE PLANT BED(3) PHYS (4) MIPU (3) VITR (3) CORE (2) PHYS (2) THTE (5) MIPU (1) VITR (3) TILG (2) TILG (1) GYDI (3) AFJ3 (2) GYDI (2) TILG (1) ACGM (1) PIDE6 (1) PIDE8(1) PIDE8 (1) PIDE6(1) PIDE8(1) PIGL(1) PIDE8 (1) PIDE6(1) PIGL (3) THTE (3) CORE (2) PIDE6 (2) CORE (3) PIDE6 (3) CORE (3) THTE (2) PIDE6 (2) PIDE6 (4) CORE (2) PIDE6 (3) CORE (3) VITR (2) THTE (1) CORE (4) VITR (7) MIPU (3) THTE (6) PHYS (3) VITR (2) CORE (3) THTE (5) MIPU (4) VITR PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 L203SCD001.DWG ENLARGED LANDSCAPE PLAN - NORTH 'B' L2.3 NORTH 0 30 60 Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Seed mixture (MNDOT 25-141) as defined in current MNDOT Seeding Manual. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 6 inches of topsoil and seed all turf areas disturbed by Construction. Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control. Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. Quantities shown on plant schedule are for this sheet only. See sheet L2.1 for overall quantities for design. See Details for depth of planting soil. Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas. Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas. Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1.MATCHLINE - SEE SHEET L2.2PLANT SCHEDULE - NORTH 'B' LEGEND Seeded Turf. See Note #4 FFE=915.0FFE=915.0914.98915.82916.63917.43919.08921.29923.62922.65914.330+001+001+11.46BP: 0+00.00 EP: 1+11.46 1 2 3 4 5 6 7 8 9 9 B L O C K 3 FEAT U R E PL A NT BE D FEAT U R E P L A N T B E D (1) PIDE6 (2) PIDE8 (2) CORE (2) PIDE6 (1) PIDE8 (1) PIDE8 (2) PIDE6 (2) CORE (1) AFJ3 (7) MASS (2) PIDE6 (3) PIDE8 (2) PIDE6 (1) PIDE8 (5) THTY (3) MASS (3) VITR (6) MIPU (2) PIDE6 (1) PIDE8(1) MASS (4) PHYS (2) MASS (1) PIDE8 (1) PIDE6 (1) PHYS (1) MASS (6) MIPU (5) PHYS(3) VITR(1) PIDE6 (1) PIDE8 (1) PIDE6 (1) PIDE8(2) MASS (5) PHYS (5) MIPU (5) VITR (3) MASS (2) AFJ3 (3) PHYS (4) MIPU (3) VITR (9) ASCH (8) CAKF (9) ASCH (2) VITR (1) TILG (1) AFJ3 BLUF F C R E E K B L V D BLUFF CREE K B L V D DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. AFJ3 4 Acer x freemanii `Jeffersred`Autumn Blaze Maple 50`H x 40`W 2.5"Cal B & B TILG 1 Tilia cordata `Greenspire`Greenspire Littleleaf Linden 60`H x 40`W 2.5"Cal B & B EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. PIDE6 14 Picea glauca 'Densata'Black Hills White Spruce 45`H x 20`W 6` Ht.B & B PIDE8 12 Picea glauca `Densata`Black Hills Spruce 45`H x 20`W 8` HT B & B THTY 5 Thuja occidentalis `Techny`Techny Arborvitae 15`H x 10`W 6` Ht.B & B ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. MASS 19 Malus x `Spring Snow`Spring Snow Crabapple 25`H x 20`W 1.5"Cal B & B SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CORE 4 Cornus sericea Red Twig Dogwood 10`H x 10`W 5 GAL.POT PHYS 18 Physocarpus opulifolius 'Diabolo'Dwarf Ninebark 6`H x 6`W #3 POT VITR 16 Viburnum trilobum American Cranberrybush 10`H x 10`W 5 GAL.POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CAKF 8 Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass 4`H x 2`W 2 GAL.POT MIPU 21 Miscanthus purpurascens Silver Grass 5`H x 3`W 1 GAL.POT PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER ASCH 18 Astilbe chinensis `Vision in White`Vision in White Chinese Astilbe 1.5`H x 1.5W #1 Cont.POT PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 L204SCD001.DWG ENLARGED LANDSCAPE PLAN - SOUTH L2.4 NORTH 0 30 60 Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas. Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas. Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 13. 14. 15. 16. 17. Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Seed mixture (MNDOT 25-141) as defined in current MNDOT Seeding Manual. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 6 inches of topsoil and seed all turf areas disturbed by Construction. Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control. Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. Quantities shown on plant schedule are for this sheet only. See sheet L2.1 for overall quantities for design. See Details for depth of planting soil. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1. PLANT SCHEDULE - NORTH LEGEND Seeded turf. See Note #4 PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO. FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 SUBGRADE AREA DUG/TILLED TO PROMOTE ROOT GROWTH 3-5x DIA. OF SOIL BALL AREA DUG FOR PLANTING 2-3x DIA. OF SOIL BALL SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING CUT TOP OF WIRE BASKET 1/3 (MIN.) FROM TOP OF ROOTBALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL. 2" X 2" X 24" WOOD STAKE SET AT ANGLE EXISTING SOIL LOOSENED PLANTING SOIL (SEE PLANS) EDGE CONDITION VARIES INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BE UTILIZED ONLY IF NECESSARY. MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. SEE SPECIFICATIONS. FLAGGING: ONE (1) FLAG PER WIRE DOUBLE STRAND 14 GA. WIRE - 3' @ 120 DEGREE INTERVALS (TYP.) TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH. 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) TREE WRAP TO FIRST BRANCH NOTES: 8' STEEL STAKE. PLACE WITHIN TWO (2) INCHES OF ROOT BALL. NO SCALE DECIDUOUS TREE PLANTINGVARIES PER SPECIES(SEE PLANS)24" MIN.FOUR (4") INCHES MAX.SHREDDED HARDWOOD MULCH (SEE PLANS) 1 TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH. DOUBLE STRAND 14 GA. WIRE - 3' @ 120 DEGREE INTERVALS (TYP.)VARIESAREA DUG FOR PLANTING 2x-3x DIA. OF SOIL BALL24" MINSCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2" X 2" X 24" WOOD STAKE SET AT ANGLE PLANTING SOIL (SEE PLANS) EDGE CONDITION VARIES (SEE PLANS) CUT TOP OF WIRE BASKET 1/3 (MIN.) FROM TOP OF BALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL. 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) FLAGGING: ONE (1) PER WIRE 8' STEEL STAKE. PLACE TWO (2) INCHES FROM ROOT BALL. INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BE UTILIZED ONLY IF NECESSARY. MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD AS DEFINED ON PLANS AND/OR SPECIFICATIONS. NOTES: NO SCALE CONIFEROUS TREE PLANTING EXISTING SUBGRADE AREA DUG/TILLED TO PROMOTE ROOT GROWTH 3-5x DIA. OF SOIL BALL EXISTING SOIL LOOSENED FOUR (4") INCHES SHREDDED HARDWOOD MULCH 2 SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. PLACE PLANT AS SHOWN ON PLAN EXISTING SUBGRADE REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER OUTSIDE SHRUB BED(S) FINISHED GRADE IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. DIG PLANTING PIT NO DEEPER THAN HEIGHT OF ROOT BALL. NOTES: TOP OF ROOT MASS SHALL BE LEVEL WITH FINISHED GRADE PLANTING SOIL (SEE PLANS) NO SCALE SHRUB PLANTING DIG PLANTING PIT 3X WIDEST DIMENSION OF ROOT BALL ROOT BALL SITS ON EXISTING OR RECOMPACTED SUBGRADE. FOUR (4) INCH HIGH SOIL BERM CONSTRUCTED AROUND ENTIRE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL EDGE. MULCH (SEE PLANS) EDGING (SEE PLANS) 3 12" 6"MIN. MIN. SPACING VARIES (SEE PLANS) IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. NO SCALE PERENNIAL PLANTING 18" MIN. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. EXISTING SUBGRADE BACKFILL WITH PLANTING SOIL THAT IS THOROUGHLY TILLED AND LOOSENED. (SEE PLANS) REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER OUTSIDE PLANTING BED EDGING MULCH CREATE SAUCER AROUND PLANT WITH PLANTING SOIL PERENNIAL PLANT MATERIAL SHALL NOT BE PLACED CLOSER THAN ONE (1) FOOT FROM EDGE OF PLANTING BED 4 IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. NOTES: NO SCALE STEEP SLOPE PLANTING SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. EDGE CONDITION VARIES (SEE PLANS) EDGING (SEE PLANS) PLANTING SOIL (SEE PLANS) MULCH (SEE PLANS) ROUND-TOPPED SOIL BERM, 4" HIGH x 8" WIDE, ABOVE ROOT BALL SURFACE, CENTERED ON DOWNHILL SIDE FOR 240 DEGREES.FINISHED GRADE EXISTING SUBGRADE ORIGINAL GRADE SHALL PASS THROUGH POINT WHERE TRUNK MEETS TOP OF ROOT BALL. DIG PLANTING PIT 3X WIDTH OF ROOT BALL SECTION SECTION PLAN VIEW SECTION VIEW ROUND-TOPPED BERM ROOT BALL EDGE SLOPE5 L701SCD001.DWG LANDSCAPE DETAILS L7.1