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2022-09-30 SCD14001 Avienda Townhomes Final Plat 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 TYPICAL STREET SECTIONS GRADING, DRAINAGE, & EROSION CONTROL OVERALL GRADING, DRAINAGE, & EROSION CONTROL NORTH GRADING, DRAINAGE, & EROSION CONTROL SOUTH GRADING, DRAINAGE, & EROSION CONTROL ENLARGED SWPPP BASIN CROSS SECTIONS BASIN CROSS SECTIONS UTILITIES - OVERALL PRIVATE DRIVE NW STREET & STORM PRIVATE DRIVE NW STREET & STORM BLOCK 1 REAR YARDS STORM BLOCK 1 REAR YARDS STORM MILLS DRIVE STREET MILLS DRIVE STREET & STORM BLOCK 2 REAR YARDS STORM PRIVATE DRIVE SOUTH STREET PRIVATE DRIVE SOUTH STREET PRIVATE DRIVE SOUTH STORM PRIVATE DRIVE NW SANITARY & WATER MILLS DRIVE SANITARY & WATER MILLS DRIVE SANITARY & WATER PRIVATE DRIVE SOUTH SANITARY & WATER PRIVATE DRIVE SOUTH SANITARY & WATER CIVIL CONSTRUCTION DETAILS CIVIL CONSTRUCTION DETAILS CIVIL CONSTRUCTION DETAILS CIVIL CONSTRUCTION DETAILS LANDSCAPE PLAN - OVERALL ENLARGED LANDSCAPE PLAN - NORTH 'A' ENLARGED LANDSCAPE PLAN - NORTH 'B' ENLARGED LANDSCAPE PLAN - SOUTH PHOTOMETRICS PLAN LANDSCAPE DETAILS CERTIFICATIONS CIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIX OWNER C0.1 C0.2 C1.1 C2.1 C2.1A C2.1B C2.2 C3.1 C3.1A C3.1B C3.1C C3.2 C3.3A C3.3B C4.1 C5.1A C5.1B C5.1C C5.1D C5.2A C5.2B C5.2C C5.3A C5.3B C5.3C C6.1 C6.2A C6.2B C6.3A C6.3B C7.1 C7.2 C7.3 C7.4 L2.1 L2.2 L2.3 L2.4 L4.1 L7.1 PROJECT CONTACTS 08.31.2109.08.21X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 09.21.2102.22.2204.25.2206.21.2209.30.22SHEETS ISSUED BY DATE COMPOST/BIO LOG)))))))))))))))))))) D Angle &And @ At 100 YR.100 Year Flood Elevation A.B.Anchor Bolt A.D.Area Drain A/C Air Conditioning Unit ADD.Addendum ADDL.Additional ADJ.Adjacent / Adjust AHU Air Handling Unit ALT.Alternate ALUM.Aluminum ANOD.Anodized APPROX.Approximate ARCH Architect / Architectural AUTO.Automatic AVG.Average B.C.Back of Curb B/W Bottom of Wall BFE Basement Floor Elevation BIT Bituminous (Asphaltic) BLDG Building BM Benchmark BSMT.Basement C.F.Cubic Feet C.F.S.Cubic Feet Per Second C.G.Corner Guard C.J.Control Joint C.L.Centerline C.M.U.Concrete Masonry Unit C.O.Cleanout C.O.E.U.S. Army Corps Of Engineers C.Y.Cubic Yards CB Catch Basin CBMH Catch Basin Manhole CEM.Cement CIP Cast Iron Pipe CMP Corrugated Metal Pipe CONC.Concrete (Portland) CONN.Connection CONST.Construction CONT.Continuous CONTR.Contractor COP.Copper CU.Cubic D.S.Down Spout DEG.Degree DEMO.Demolition / Demolish DEPT.Department DET.Detail DIA.Diameter DIAG.Diagonal DIM.Dimension DIP Ductile Iron Pipe DN Down DWG.Drawing E.East E.J.Expansion Joint E.O.Emergency Overflow E.O.S.Emergency Overflow Swale E.W.Each Way EA.Each EL.Elevation ELEC.Electrical ELEV.Elevation EMER.Emergency ENGR.Engineer ENTR.Entrance EQ.Equal EQUIP.Equipment EQUIV.Equivalent EXIST.Existing EXP.Expansion F & I Furnish and Install F.B.O.Furnished by Others F.C.Face of Curb F.D.Floor Drain F.D.C.Fire Department Connection F.V.Field Verify FB Full Basement FBWO Full Basement Walk Out FBLO Full Basement Look Out FDN.Foundation FES Flared End Section FFE Finished Floor Elevation FLR.Floor FT. OR (')Foot FUT.Future G.B.Grade Break G.C.General Contractor GAL.Gallon GALV.Galvanized GFE Garage Floor Elevation GL.Glass GR.Grade H.Height H.P.High Point HDPEP High Density Polyethylene Pipe HGT.Height HORIZ.Horizontal HVAC Heating, Ventilation, Air Conditioning HYD Hydrant I.D.Inside Dimension OR Identification I.E. or IE Invert Elevation IN. OR (")Inches INFO.Information INL.Inlet Elevation INSUL.Insulation INV.Invert Elevation JT.Joint L.F.Linear Feet L.P.Low Point / Liquid Petroleum LB.Pound LGU Local Government Unit LB.Pound LB.Longitudinal LT.Light / Lighting MAINT.Maintenance MAS.Masonry MATL.Material MAX.Maximum MECH Mechanical MED.Medium MFR.Manufacturer MH Manhole MIN.Minimum / Minute MISC.Miscellaneous MNDOT Minnesota Department Of Transportation MOD.Module / Modular MUL.Mullion N.North N.I.C.Not In Contract NO. OR #Number NOM Nominal NTS Not to Scale NWE Normal Water Elevation NWL Normal Water Level O.F.On Center O.G.Outside Dimension O.H.Overhead Electric OH.Overhead OHWL Ordinary High Water Level OPNG.Opening ORIG.Original P.C.Point of Curvature P.I.Point of Intersection PIV Post Indicator Valve P.L. OR P/L Property Line P.O.B.Point of Beginning P.S.F.Pounds Per Square Foot P.S.I.Pounds Per Square Inch P.T.Point of Tangency P.V.C.Point of Vertical Curvature P.V.I.Point of Vertical Intersection P.V.T.Point of Vertical Tangency PE Polyethylene PED.Pedestal / Pedestrian PERF.Perforated PREP.Preparation PROJ.Project PROP.Proposed PVC Poly-Vinyl-Chloride (Piping) PVMT.Pavement QTR.Quarter QTY.Quantity R Radius RAD.Radius RE Rim Elevation (Casting) R.D.Roof Drain R.E.Remove Existing R.O.Rough Opening R.P.Radius Point RC Reinforced Concrete Pipe R.S.Rough Slab RSD Roof Storm Drain RE.Regarding REINF.Reinforced REQ'D Required REV.Revision / Revised RGU Regulatory Government Unit ROW OR R/W Right of Way S.South S.F.Square Feet SAN.Sanitary Sewer SECT.Section SE Split Entry /Side Exit SEWO Split Entry Walk Out /Side Exit Walk Out SHT.Sheet SIM.Similar SLNT.Sealant SPEC.Specification SQ.Square SSD Subsurface drain STMH Storm Sewer Manhole STD.Standard STRUCT.Structural SYM.Symmetrical T Thickness T/R Top of Rim T/W Top of Wall TEMP.Temporary THK.Thick / Thickness T.J.Tooled Joint TNH Top Nut Hydrant TYP.Typical U.N.O.Unless Noted Otherwise V.B.Vapor Barrier V.C.Vertical Curve V.I.F.Verify In Field VER.Verify VER.Vertical VEST.Vestibule W Width W.PT.Working Point W.W.F.Welded Wire Fabric W/With W/O Without WO Walk Out VER.Wetland WP Waterproof WETL.Weight YD.Yard YR.Year UNDERGROUND FIBER OPTICFO EROSION CONTROL BLANKET PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 1 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: 09/30/2022 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: 09/30/2022 47165 44803 X X X X X X X X X X X X X X X X X X X X C001SCD001.DWG CIVIL & LANDSCAPE TITLE SHEET C0.1 LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 TEL 612-812-7020 CONTACT: MARK NORDLAND EMAIL: mnordland@nordlandpartners.com LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: STEVE SABRASKI CIVIL ENGINEER LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: LARRY HUHN SURVEYOR LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: JOSH POPEHN LANDSCAPE ARCHITECT X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X TEL: FAX: CITY PLANNER CITY OF CHANHASSEN 7700 MARKET BLVD. P.O. BOX 147 CHANHASSEN, MN 55317 KATE AANENSON kaanenson@ci.chanhassen.mn.us 952-227-1139 952-227-1110 TEL: FAX: BUILDING OFFICIAL CITY OF CHANHASSEN 7700 MARKET BLVD. P.O. BOX 147 CHANHASSEN, MN 55317 ERIC TESSMAN etessman@ci.chanhassen.mn.us 952-227-1180 952-227-1190 TEL: FAX: ELECTRIC XCEL ENERGY 404 NICOLLET MALL MINNEAPOLIS, MN 55401 612-330-5500 TEL: FAX: TELEPHONE CENTURYLINK 200 S 5TH ST. MINNEAPOLIS, MN 55402 866-642-0444TEL: FAX: GAS CENTERPOINT ENERGY 700 LINDEN AVE W. MINNEAPOLIS, MN 55403 NewConstructionServices@CenterPointEnergy.com 800-342-4166 TEL: FAX: CITY ENGINEER CITY OF CHANHASSEN 7700 MARKET BLVD. P.O. BOX 147 CHANHASSEN, MN 55317 CHARLES HOWLEY chowley@ci.chanhassen.mn.us 952-227-1160 952-227-1170 SITE / UTILITY CONTACTS TEL: FAX: CITY INSPECTOR KIMLEY-HORN 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 BOB SCHMIDT bob.schmidt@kimley-horn.com 651-643-0413BLUFF C R E EK BLV D X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 03.22.22X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 30' BUILDING SETBACK20' PARKING SETBACK10' PARKING SETBACKWETLAND 3WETLAND 4BTM=884100-YRHWL=884.72WETLAND10BLUFF CREEK BLVD.AVIENDA P A R K W A Y BASIN 21PBASIN 28PBASIN 47PBASIN 41.3PBASIN 46P BASIN 31PBLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEK OVERLAYDISTRICT PRIMARYBOUNDARYOUTLOT CWEST-SOUTH POND 100-YR HWL = 909.23BLUFF CREEK BLVD.SUNSET TRAIL 30' BUILDING SETBACK914.78 924.33 928.10 929.27 930.63 931.61 932.85 934.56 936.62 938.61 940.58 932.64 934.53 936.70 931.16 932.04 933.79 930.18 931.96 933.33 929.10 929.97 931.71 927.79 928.82 929.71 925.44 926.95 928.16 915.52 917.89 920.10 913.18 913.64 913.28 941.16941.60 938.37 935.30 938.83 936.75 935.46 933.75 936.08 932.16 931.61 928.77 925.06 925.86 926.42928.64 928.3 2 917.22917.10916.80917.08917.08917.08916.96916.95916.50916.90916.40916.49918.01917.64917.56917.19921.94921.63921.62 921.15 919.98920.45919.3 7 918.46917.97918.0092 1 . 7 3 921.95922.13 921.70 922.20 923.27 923.35 923.02 922.55923.499 2 3 . 9 9923.52923.19923.69923.22919.83919.86919.89920.08919.85919.6015" RCPCOCOOEOEOEOEOEOEOEOEOEOECO CO CMP 24 IE=884.1 CMP 24 IE=894.2 CABXHH CABXOEOEOEOEOEOEOEOE15" RCP15" RCPSSMH RE=936.6 IE=925.3(E) SSMH RE=937.7 IE=925.9(W)>I15" RCP15" RCP15" RCP15" RCPLT LT MB21" RCP18" RCP18" RCP15" RCPBOULDERRET. WALWOOD FENCEWROUGHT IRON FENCEFOFOFOTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1> I > >SSMHRE=915.2IE=884.115" RCP15" RCP15" RCP RIPRAPCBRE=913.9IE=909.8CBRE=913.9IE=909.0 (NW)IE=908.8 (NE)IE=906.0 (SE, SW)CBRE=909.0IE=901.3CBRE=935.9IE=931.4(S)IE=931.3(W)CBRE=936.0IE=931.8CBRE=925.0IE=919.4CBRE=924.8IE=920.715" RCP>>>>>>>>>>>>>>>>>>>>>>>>CB RE=931.3 IE=926.9(E) IE=926.8(NE) CB RE=934.1 IE=929.0(N) IE=930.6(E) IE=928.9(SW) CB RE=934.2 IE=929.5(N) IE=929.4(S) CB RE=933.7 IE=929.6(N) IE=930.2(E) IE=929.5(S) CB RE=931.4 IE=928.2(SW) IE=927.1(W) CB RE=930.3 IE=926.2(NE) IE=927.1(SE) IE=926.1(S) CB RE=893.2 IE=888.5(N/E) IE=888.4(W)CB RE=893.2 IE=889.0(N) IE=888.8(S) CB RE=892.7 IE=889.3(N) IE=889.2(S) CB RE=892.7 IE=889.4(E) IE=889.3(S) CB RE=893.3 IE=889.8 CB RE=909.5 IE=906.2(S) CB RE=909.5 IE=905.5(N/S) CB RE=910.3 IE=905.2(N) IE=905.0(S) CB RE=910.3 IE=904.9(N) IE=905.6(E) IE=904.2(W) CB RE=925.6 IE=920.8(N) IE=920.3(E/W) CB RE=925.5 IE=921.2(N) IE=921.1(S) CB RE=925.2 IE=921.3(N/S) CB RE=925.2 IE=921.9(S) 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=907.0 UEUEUEUEUEUEUEUEUEUEUEUEB-2B-1B-4B-5B-6B-8B-9B-11B-13B-14B-17B-18B-24B-25B-26B-27B-30B-31WETLAND 6WETLAND 3WETLAND 4WETLAND 10HIGHWAY EASEMENT PER BOOK150 OF DEEDS, PG. 313N42°43'42"W58.08N00°43'25"E9.76S00°43'25"W12.95S47°01'24"W49.7020' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)FOFOFOFOFOFOFO8" PVC@0.53 %>EX.8"PLUGIE.=876.67SSMH RE=889.5 IE=876.2 30' CITY WETLANDBUFFER SETBACK (TYP)15" RCPCOCOOEOEOEOEOEOEOEOEOEOECO CO CMP 24 IE=884.1 CMP 24 IE=894.2 CABXHH CABXOEOEOEOEOEOEOEOE15" RCP15" RCPSSMH RE=936.6 IE=925.3(E) SSMH RE=937.7 IE=925.9(W)>I15" RCP15" RCP15" RCP15" RCPLT LT MB21" RCP18" RCP18" RCP15" RCPBOULDERRET. WALWOOD FENCEWROUGHT IRON FENCEFOFOFOTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1> I > >SSMHRE=915.2IE=884.115" RCP15" RCP15" RCP RIPRAPCBRE=913.9IE=909.8CBRE=913.9IE=909.0 (NW)IE=908.8 (NE)IE=906.0 (SE, SW)CBRE=909.0IE=901.3CBRE=935.9IE=931.4(S)IE=931.3(W)CBRE=936.0IE=931.8CBRE=925.0IE=919.4CBRE=924.8IE=920.715" RCP>>>>>>>>>>>>>>>>>>>>>>>>CB RE=931.3 IE=926.9(E) IE=926.8(NE) CB RE=934.1 IE=929.0(N) IE=930.6(E) IE=928.9(SW) CB RE=934.2 IE=929.5(N) IE=929.4(S) CB RE=933.7 IE=929.6(N) IE=930.2(E) IE=929.5(S) CB RE=931.4 IE=928.2(SW) IE=927.1(W) CB RE=930.3 IE=926.2(NE) IE=927.1(SE) IE=926.1(S) CB RE=893.2 IE=888.5(N/E) IE=888.4(W)CB RE=893.2 IE=889.0(N) IE=888.8(S) CB RE=892.7 IE=889.3(N) IE=889.2(S) CB RE=892.7 IE=889.4(E) IE=889.3(S) CB RE=893.3 IE=889.8 CB RE=909.5 IE=906.2(S) CB RE=909.5 IE=905.5(N/S) CB RE=910.3 IE=905.2(N) IE=905.0(S) CB RE=910.3 IE=904.9(N) IE=905.6(E) IE=904.2(W) CB RE=925.6 IE=920.8(N) IE=920.3(E/W) CB RE=925.5 IE=921.2(N) IE=921.1(S) CB RE=925.2 IE=921.3(N/S) CB RE=925.2 IE=921.9(S) 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=907.0 UEUEUEUEUEUEUEUEUEUEUEUEB-2B-1B-4B-5B-6B-8B-9B-11B-13B-14B-17B-18B-24B-25B-26B-27B-30B-31WETLAND 6WETLAND 3WETLAND 4WETLAND 10HIGHWAY EASEMENT PER BOOK150 OF DEEDS, PG. 313N42°43'42"W58.08N00°43'25"E9.76S00°43'25"W12.95S47°01'24"W49.7020' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)FOFOFOFOFOFOFO8" PVC@0.53 %>EX.8"PLUGIE.=876.67SSMH RE=889.5 IE=876.2 30' CITY WETLANDBUFFER SETBACK (TYP)SAN>SAN>SAN> SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS> >STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>333 3 333 33 3 333 3 333 333 3333 3 333 3 333 3 33 44 4 4 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C101SCD001.DWG EXISTING CONDITIONS C1.1 NORTH 0 100 200 Background information shown is from survey by Landform, Minneapolis, MN, on May, 05, 2016 and proposed design plans from the overall Avienda Development, expressly for this project; City of Chanhassen, Minnesota record drawings; and utility service providers. Landform offers no warranty, expressed or written, for information provided by others. Existing project conditions shall be verified prior to beginning construction. Errors, inconsistencies, or omissions discovered shall be reported to the Engineer IMMEDIATELY. Geotechnical boring locations are approximate and are based on information provided in the Geotechnical Report prepared by Braun Intertec, Minneapolis, MN, on April 12, 2017. To-be constructed utilities as part of the Avienda Overall Development Plan Set. Overhead electric lines and poles to be removed. Coordinate with electrical company. 1. 2. 3. 4. EXISTING CONDITIONS MILLS DRIVEMILLS LANE NW AVIENDA LANE 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.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=915.4907.4FBWO906.9GF=916.5908.5FBWO908.0GF=917.5909.5FBWO909.0GF=918.4910.4FBWO909.9GF=919.8911.8FBWO911.3GF=921.5913.5FBWO913.0GF=922.5914.5FBWO914.0GF=923.5915.5FBLO918.5GF=930.6 923.3 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 921.8 263.03 S01°56'14"W 346.68N88°54'43"W580.68S52°50'29"EBASIN 31P HWL = 925.53 BOT = 924.00123456789101132154321123456712345 12345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6BASIN 21P HWL = 895.81 BTM = 891.70 BASIN 47P HWL = 916.73 BTM = 908.00 BASIN 46PHWL = 890.45BTM = 887.17HWL = 921.95 BOULDERRET. WALXXTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1WETLAND 3SEE SHEET C2.1A SEE SHEET C2.1B 20' PARKING SETBACKBLUFF CREEK BLVD.AVIENDA P A R K W A Y BLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEK OVERLAYDISTRICT PRIMARYBOUNDARYBLUFF CREEK BLVD.30' BUILDING SETBACKL=3 1 6 . 4 5 R = 2 4 0.0 0 Δ = 75°32'48"N89°38'06"W 125.74Δ=3°38'07"R=978.00L=62.05S86°43'46"W 93.35N01°05'17"E 1540.84 L = 3 3 1. 5 1 R =5 3 6.0 0 Δ = 3 5 °2 6'11" Δ=87°0 0' 2 9 " R=5 4.0 0 L=8 2. 0 0 S10°28'50" E 46.34 L =4 3 8 .7 2 R =18 15 .0 0 Δ =13 °5 0 '5 8 " L=277.76 R=1390.00 Δ=11°26'58" Δ = 3 ° 2 3'4 6 " R = 1 1 4 8.0 0 L = 6 8.0 4Δ=24°58'59"R=370.50L=161.55Δ=3°52'52"R=456.00L=30.89Δ=51°53'57"R=94.00L=85.15Δ=72°39'22"R=85.00L=107.79Δ=49°26'03"R=52.00L=44.86S81°22'40"E 160.66L=340.37R=2355.00Δ=8°16'52"N39°22'33" W N60°56'44"W83.49N67°22'49"W105.43N72°45'31"W123.12N77°16'33"W128.86N84°03'11"W 195.69N90°00'00"W 208.59PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C201SCD001.DWG SITE PLAN OVERALL C2.1 NORTH 0 60 120 THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE BUILDING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 5 FT. REAR = 5 FT. RESIDENTIAL = 30 FT. PUD EXTERIOR = 30 FT. BLUFF CREEK = 40 FT. PARKING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 10 FT. REAR = 10 FT. SIDE = 10 FT. RESIDENTIAL = 20 FT. (7.74 Ac) IMPERVIOUS PERVIOUS TOTAL 337,142 124,958 212,184 S.F. S.F. S.F. (7.74 Ac) IMPERVIOUS PROPOSED (WEST LOT): TOTAL PERVIOUS EXISTING (WEST LOT): 337,142 0 337,142 S.F. S.F. S.F. 100.0% 37.1% 62.9% 100.0% 0.0% 100.0% OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF, PUBLIC RIGHT-OF-WAY. THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR STAKING. DISCREPANCIES BETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER. DIMENSIONS SHOWN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE. 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% MILLS DRIVEMILLS LANE NW 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.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 921.8 346.68N88°54'43"W580.68S52°50'29"EBASIN 31P HWL = 925.53 BOT = 924.00123456789101132154321123456712345BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BASIN 21P HWL = 895.81 BTM = 891.70 BOULDERRET. WALXXTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1>>>>20.5'20.5'20.5'20.5'20.5'20.5'20.5'17.8'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5' 20.5' 20.5'20.5'20.5'20.5'20.5'20.5'20.5' 20.5'20.5'20.5'20.5' DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT AVIENDA P A R K W A Y L = 3 1 6 . 4 5 R = 2 4 0.0 0 Δ = 7 5°3 2'48" N01°05'17"E 1540.84 S10°28'50" E 46.34 L =4 3 8 .7 2 R =18 15 .0 0 Δ =13 °5 0 '5 8 " L=277.76 R=1390.00 Δ=11°26'58" 20' PARKING SETBACK 30' BUILDING SETBACK 28'B-B31'B-B60 60 "STOP" SIGN MNMUTCD R1-1 "STOP" SIGN MNMUTCD R1-1 "STOP" SIGN MNMUTCD R1-1 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C201SCD001A.DWG SITE PLAN NORTH C2.1A NORTH 0 40 80 THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE BUILDING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 5 FT. REAR = 5 FT. RESIDENTIAL = 30 FT. PUD EXTERIOR = 30 FT. BLUFF CREEK = 40 FT. PARKING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 10 FT. REAR = 10 FT. SIDE = 10 FT. RESIDENTIAL = 20 FT. (7.74 Ac) IMPERVIOUS PERVIOUS TOTAL 337,142 124,958 212,184 S.F. S.F. S.F. (7.74 Ac) IMPERVIOUS PROPOSED (WEST LOT): TOTAL PERVIOUS EXISTING (WEST LOT): 337,142 0 337,142 S.F. S.F. S.F. 100.0% 37.1% 62.9% 100.0% 0.0% 100.0% OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF, PUBLIC RIGHT-OF-WAY. THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR STAKING. DISCREPANCIES BETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER. DIMENSIONS SHOWN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE. 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% AVIENDA LANE 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.GF=91 5 . 4 907.4 FBWO 906.9 GF=916.5 908.5 FBWO 908.0 GF=917.5 909.5 FBWO 909.0 GF=918.4 910.4 FBWO 909.9 GF=919.8 911.8 FBWO 911.3 GF=921.5 913.5 FBWO 913.0 GF=922.5 914.5 FBWO 914.0 GF=923. 5 915.5 FBLO 918.5 263.03S01°56'14"W1 2 3 4 5 6 7 8 BLOCK 6 BASIN 46P HWL = 890.45 BTM = 887.17 BLUFF CREEK BLV D . BLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARY BLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARYBLUFF CREEK BLVD.6'11"Δ =87°0R =54.0L=82.003'46"1148.00L=68.04Δ =2 4 °5 8 '5 9 "R =3 7 0 .5 0 L =1 6 1 .5 5 Δ =3 °5 2 '5 2 " R =4 5 6 .0 0 L =3 0 .8 9 Δ =51°53'57"R=94.00L=85.15 Δ=72°3 9 '2 2 " R=8 5 .0 0 L=10 7 .7 9 Δ =4 9 °2 6'03"R =5 2.00 L =4 4.86 S81°22'40" E 1 6 0 . 6 6 L=3 40.37 R=2355.00 Δ =8°16'5 2"85.52N3 9 ° 2 2 ' 3 3 "W 8 9 . 2 1 N6 0 ° 5 6 ' 4 4 " W 83. 4 9 N6 7 ° 2 2 ' 4 9 " W 105 . 4 3 N72° 4 5 ' 3 1 " W 123. 1 2 N77°16 ' 3 3 " W 128.86 N84°03'11"W 1 9 5 . 6 9 N90°00'00"W 208.59 WET L A N D 4 12' 12'12'12' 12' 12' 12' 12'28'B-B"STOP" SIGN MNMUTCD R1-1 "STOP" SIGN MNMUTCD R1-1 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C201SCD001B.DWG SITE PLAN SOUTH C2.1B NORTH 0 40 80 THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE BUILDING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 5 FT. REAR = 5 FT. RESIDENTIAL = 30 FT. PUD EXTERIOR = 30 FT. BLUFF CREEK = 40 FT. PARKING SETBACK INFORMATION IS AS FOLLOWS: FRONT YARD = 10 FT. REAR = 10 FT. SIDE = 10 FT. RESIDENTIAL = 20 FT. (7.74 Ac) IMPERVIOUS PERVIOUS TOTAL 337,142 124,958 212,184 S.F. S.F. S.F. (7.74 Ac) IMPERVIOUS PROPOSED (WEST LOT): TOTAL PERVIOUS EXISTING (WEST LOT): 337,142 0 337,142 S.F. S.F. S.F. 100.0% 37.1% 62.9% 100.0% 0.0% 100.0% OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF, PUBLIC RIGHT-OF-WAY. THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR STAKING. DISCREPANCIES BETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER. DIMENSIONS SHOWN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE. 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% PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C202SCD001.DWG TYPICAL STREET SECTIONS C2.2 NO SCALE MILLS DRIVE TYPICAL SECTION ℄ PRIVATE DRIVE 14' TO BACK 14' TO BACK 2 %2 % SURMOUNTABLE CONCRETE CURB DRAIN TILE4" PVC SDR 35 DRAIN TILE PER PLATE 5232 1.5 : 1 2" MNDOT 2360 SPWEA340C TACK COAT - 2357 2" MNDOT 2360 SPNWB330C 12" CLASS 5 AGGREGATE BASE 24" MNDOT 3149.2B SELECT GRANULAR BORROW NO SCALE MILLS LANE & AVIENDA LANE TYPICAL SECTION21 NO SCALE MILLS DRIVE TYPICAL SECTION3 1' BLUFF CREEK BLVD.AVIENDA P A R K W A Y BLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEK OVERLAYDISTRICT PRIMARYBOUNDARYBLUFF CREEK BLVD.SUNSET TRAIL STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS> >STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS>>STS>>0+00 1+001+6 4 . 7 10+001+002+003+0 0 4+0 0 5+00 6+00 7+00 8+00 8+34.27 0+00 1+00 2+00 2+40.84 0+001+001+32.230+00 1+002+003+003+63.010+001+001+51.520+00 1+00 2+00 3+00 3+80.96 0+001+ 0 0 1+ 1 1 . 1 0 0+001+001+05.23STS>>STS>>0+0 0 0+3 5 . 0 3 2+003+004+00 5+00 6+007+007+37.870+001+002+003+00 4+00 5+00 6+00 6+95. 1 6 0+00 1+002+003+004+005+006+007+007+80.79 >>>>>>>>>>>>>>>>>MILLS DRIVEMILLS LANE NW AVIENDA LANE 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.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=915.4907.4FBWO906.9GF=916.5908.5FBWO908.0GF=917.5909.5FBWO909.0GF=918.4910.4FBWO909.9GF=919.8911.8FBWO911.3GF=921.5913.5FBWO913.0GF=922.5914.5FBWO914.0GF=923.5915.5FBLO918.5GF=930.6 923.3 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 BASIN 31P HWL = 925.53 BOT = 924.00123456789101132154321123456712345 12345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6BASIN 28P HWL = 914.26 BTM = 912.53 BASIN 21P HWL = 895.81 BTM = 891.70 BASIN 47P HWL = 916.73 BTM = 908.00 BASIN 46PHWL = 890.45BTM = 887.17BASIN 41.3PHWL = 878.62BTM = 875.63HWL = 921.95 OEOEOEOEOEOEOEOEOEOECABXCABXOEOEOEOEOEOEOEOELT LT MBG M EM2.4" DIA. CAPXXXXXXXXXFOFOFO>>>>>>>>>>>>>>>>>>UEUEUEUEUEUEUEUEUEUEUEB-2B-1B-4B-5B-6B-8B-9B-11B-13B-14B-17B-18B-24B-25B-26B-27B-30B-31WETLAND 6WETLAND 3WETLAND 4WETLAND 10HIGHWAY EASEMENT PER BOOK150 OF DEEDS, PG. 313N42°43'42"W58.08N00°43'25"E9.76S00°43'25"W12.95S47°01'24"W49.7020' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)FOFOFOFOFOFOFO>30' CITY WETLANDBUFFER SETBACK (TYP)REFER TO SHEET C3.1A REFER TO SHEET C3.1A PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C301SCD001.DWG GRADING, DRAINAGE, & EROSION CONTROL - OVERALL C3.1 NORTH 0 100 200 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). Reserved. 13. 14. 15. 16. 17. 18. 19. 20. 21. Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Refer to SWPPP Notes on Sheet C3.2 for additional requirements. Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized. Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. 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) Fertilizer MNDOT 3881 General Placement MNDOT 2575 See Landscape Sheets L2.1 - L2.4 for permanent turf and landscape establishment. Avoid daily tracking on public streets. Scrape and sweep streets weekly. 2. 4. 5. 6. 7. 8. 9. 10. 11. 12. GRADING NOTESGENERAL NOTES LEGEND :Inlet Protection (See C7.1/1)nnn:Silt Fence :Construction Limits :Vehicle Tracking Pad ESTIMATED QUANTITYSYMBOLDESCRIPTION EROSION PREVENTION AND SEDIMENT CONTROL NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. :Erosion Control Blanket 3 ESTIMATED QUANTITYSYMBOLDESCRIPTION 38 ea. 4,902 lf. 4 ea. All temporary erosion and sediment control bmps must be removed upon final stabilization. All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanently ceased on a property that drains to an impaired water. Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to achieve: a) a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of soil or b) a bulk density of less than 1.4 grams per cubic centimeter or 87 pounds per cubic foot in the upper 12 inches of soil In addition, utilities, tree roots and other existing vegetation must be protected until final revegetation or other stabilization of the site. refer to sheet C3.1 for decompaction areas. The permittee must inspect all erosion prevention and sediment control facilities and soil stabilization measures to ensure integrity and effectiveness. the permittee must repair, replace, or supplement all nonfunctional BMPs with functional BMPs within 48 hours of discovery and prior to the next precipitation event unless adverse conditions preclude access to the relevant area of the site, in which case the repair must be completed as soon as conditions allow. when active land-disturbing activities are not underway, the permittee must perform these responsibilities at least weekly until vegetative cover is established. the permittee will maintain a log of activities under this section for inspection by the district on request. Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, eurasian watermilfoil, etc.) to the maximum extent possible. Contractor to stake off and mark proposed infiltration facilities to prevent soil compaction by heavy equipment, stockpiling of materials, and traffic. if infiltration facilities are in place during construction activities, best practices must be deployed to prevent sediment and other material from entering the practice(s). infiltration facilities must not be excavated to within 3 feet of final grade until the contributing drainage area has been constructed and fully stabilized. any accumulated sediment in an infiltration facility must be removed in manner that prevents compaction of the facility bottom. to provide a well-aerated, highly porous surface, the soils below an infiltration practice must be loosened to a minimum depth of 18 inches prior to installation or planting. 27. 28. 29. 30. 31. RPBCWD STANDARD EROSION CONTROL NOTES 32 71,845 S.F. Spot elevations at curblines indicate flowlines unless otherwise noted. Refer to sheets C5.1A - C5.3C for rim elevations of catch basins. Grades between proposed spot elevations shall be continuous and non variable. Spot elevations shall govern over contour lines. Meet and match existing curb. Provide 10 foot transition. 33. 34. 35. PAVING NOTES Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. Additional measures, such as hydraulic mulching and other practices as specified by the district must be used on slopes of 3:1 (h:v) or steeper to provide adequate stabilization. Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. All temporary erosion and sediment control bmps must be maintained until completion of construction and vegetation is established sufficiently to ensure stability of the site, as determined by the district. 22. 23. 24. 25. 26. RPBCWD STANDARD EROSION CONTROL NOTES Paving Sections: a. Bituminous Paving (Mills Drive) Refer to Sheet C2.2 for Typical Cross Section. b. Bituminous Paving (Private Drives) Refer to Sheet C2.2 for Typical Cross Section. c. Concrete Walkways Refer to Detail C7.2/4 d. Concrete Drives, Aprons, and Exterior Slabs Refer to Detail C7.2/3 Transition from B618 Curb and Gutter to Ribbon Curb. Transition from Surmountable Curb and Gutter to Ribbon Curb. 36. 37. 38. PAVING NOTES :DECOMPACTION AREAS AVIENDA P A R K W A Y BLUFF CREEK BLVD.MILLS DRIVEMILLS LANE NW AVIENDA LANE 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 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=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 4.4%5.4%5.8%3.9%3.9%346.68N88°54'43"W580.68S52°50'29"EBASIN 31P HWL = 925.53 BOT = 924.00123456789101132154321123456712345BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BASIN 21P HWL = 895.81 BTM = 891.70 HWL = 921.95 1+002+003+004+00 5+00 6+007+007+37.870+001+002+003+00 4+00 5+00 6+00 6+95. 1 6 3.0%2.0%2.0%L.P.H.P.2.3%4.8%3.0%13.4%2.0%2.0%2.0%3.2%5.4%6.1% 0+00 1+002+003+005.4% 3.0% 3.7%2.0%10.0%L.P. 9 2 1 9209229209172.0%2.0%3.0%3.0%11.0%6.8%92 0 92491 3 9259 2 6927 9 2 2 925925926927926 929916914 918915918 919917925 921925 925 923 921 924 924 921 923930929925 923 928 923 934933 934 934 935 930 925 924 93 5927 926 924 922 933935 936 939 9399 3 7 93 6 936936 927924 926 935934 933924 924 9 2 6 9 3 2 9329 29 931928925924931 928 929924925 926926 9 3 1 930928929924 933933939935934 94021.6416.78G.B.H.P.21.24 22.25 22.65 21.21 19.45 17.96 17.04 91 9917 91816.5417.4518.9120.7221.6421.6221.12 1 . 6 21.622.021.7?????????37.73H.P.%0.635.0 3 32.38 G.B.25.34G.B.>>>>>>>>>>>>23.4535.08 H.P. 33.77 G.B.23.71G.B.19.8526.01 28.34 30.80 25.80 25.80 25.82 28.00 26.67 24.02 30.10 30.10 30.10 25.31 27.63 29 . 2 8 31.3029.0025.07 31.10 26.00 31.1031.3429.8628.06 31.8031.80 3 0 . 2 4 31.9530.4830.10 33.0033.00 31.3931.7033.1832.4933.34 34.0332.5532.3733.01 33.8033.8035.08 35.1036.1035.3334.24 34.9 5 35.9134.5935.70 33.40 35.7035.5635.17 33.88 34.71 34.9833.3032.2931.21 32.6434.3234.04 34.80 34.80 35.4034.1034.1033.20 31.7333.4133.32 30.11 33.20 29.0229.7031.6831.96 21.75 29.0829.70 23.9021.3019.6424.5220.6414.32 26.11 25.5426.14 23.4923.98 22.0022.46 20.8521.3 013.5012.9029.6330.1122.30 22.30 22.80 31.9532.4324.60 24.60 25.11 33.61 33.8226.00 26.00 26.50 34.2834.5526.80 26.80 27.30 34.9235.2129.20 27.68 27.96 35.1835.6327.80 27.80 28.06 35.0035.7328.3027.9027.90 26.61 25.86 25.63 34.2834.7925.65 24.34 26.75 H.P.24.00 26.70 33.9933.49 24.67 32.6433.1425.80 26.20 26.20 22.90 25.00 24.67 25.31 25.25 24.80 23.32 24.33 23.89 3.3%0.9%2.7%4.1% 1.6%1.8%0.2 % 1.0%3.7%1.8%3:1 3:1 3:1 19.92 20.54 2.8% 3.7%2.3%STS>>STS>>STS>>>>STS>> >>STS>> >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>0+001+00 2+00 3+003+04.640+001+002+003+0 0 4+0 0 5+00 6+00 7+00 8+00 8+34.27 0+00 1+00 2+00 2+40.84 0+001+001+32.230+001+001+51.520+00 1+00 2+00 3+00 3+80.96 0+001+ 0 0 1+ 1 1 . 1 0 STS>>STS>>STS>>STS>>STS>>0+0 0 0+3 5 . 0 3 OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE>XX XXX15" RCPCBRE=924.8IE=920.7>>>>CB RE=912.8B-1B-4B-13B-26B-30WETLAND 320' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)>30' CITY WETLANDBUFFER SETBACK (TYP)C7.1 6 CONCRETE WASHOUT W C7.1 2 ROCK CONSTRUCTION ENTRANCE (TYP.) C7.1 3 SILT FENCE (TYP.) 3 (TYP.) 3 (TYP.)EOF36a 36a 36a 36b 36b 36c 36c PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C301SCD001A.DWG GRADING, DRAINAGE, & EROSION CONTROL - NORTH C3.1A NORTH 0 50 100 SEE 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). Reserved. 13. 14. 15. 16. 17. 18. 19. 20. 21. Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Refer to SWPPP Notes on Sheet C3.2 for additional requirements. Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized. Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. 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) Fertilizer MNDOT 3881 General Placement MNDOT 2575 See Landscape Sheets L2.1 - L2.4 for permanent turf and landscape establishment. Avoid daily tracking on public streets. Scrape and sweep streets weekly. 2. 4. 5. 6. 7. 8. 9. 10. 11. 12. GRADING NOTESGENERAL NOTES LEGEND :Inlet Protection (See C7.1/1)nnn:Silt Fence :Construction Limits :Vehicle Tracking Pad ESTIMATED QUANTITYSYMBOLDESCRIPTION EROSION PREVENTION AND SEDIMENT CONTROL NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. :Erosion Control Blanket 3 ESTIMATED QUANTITYSYMBOLDESCRIPTION 38 ea. 4,902 lf. 4 ea. All temporary erosion and sediment control bmps must be removed upon final stabilization. All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanently ceased on a property that drains to an impaired water. Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to achieve: a) a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of soil or b) a bulk density of less than 1.4 grams per cubic centimeter or 87 pounds per cubic foot in the upper 12 inches of soil In addition, utilities, tree roots and other existing vegetation must be protected until final revegetation or other stabilization of the site. refer to sheet C3.1 for decompaction areas. The permittee must inspect all erosion prevention and sediment control facilities and soil stabilization measures to ensure integrity and effectiveness. the permittee must repair, replace, or supplement all nonfunctional BMPs with functional BMPs within 48 hours of discovery and prior to the next precipitation event unless adverse conditions preclude access to the relevant area of the site, in which case the repair must be completed as soon as conditions allow. when active land-disturbing activities are not underway, the permittee must perform these responsibilities at least weekly until vegetative cover is established. the permittee will maintain a log of activities under this section for inspection by the district on request. Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, eurasian watermilfoil, etc.) to the maximum extent possible. Contractor to stake off and mark proposed infiltration facilities to prevent soil compaction by heavy equipment, stockpiling of materials, and traffic. if infiltration facilities are in place during construction activities, best practices must be deployed to prevent sediment and other material from entering the practice(s). infiltration facilities must not be excavated to within 3 feet of final grade until the contributing drainage area has been constructed and fully stabilized. any accumulated sediment in an infiltration facility must be removed in manner that prevents compaction of the facility bottom. to provide a well-aerated, highly porous surface, the soils below an infiltration practice must be loosened to a minimum depth of 18 inches prior to installation or planting. 27. 28. 29. 30. 31. RPBCWD STANDARD EROSION CONTROL NOTES 32 71,845 S.F. Spot elevations at curblines indicate flowlines unless otherwise noted. Refer to sheets C5.1A - C5.3C for rim elevations of catch basins. Grades between proposed spot elevations shall be continuous and non variable. Spot elevations shall govern over contour lines. Meet and match existing curb. Provide 10 foot transition. 33. 34. 35. PAVING NOTES Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. Additional measures, such as hydraulic mulching and other practices as specified by the district must be used on slopes of 3:1 (h:v) or steeper to provide adequate stabilization. Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. All temporary erosion and sediment control bmps must be maintained until completion of construction and vegetation is established sufficiently to ensure stability of the site, as determined by the district. 22. 23. 24. 25. 26. RPBCWD STANDARD EROSION CONTROL NOTES Paving Sections: a. Bituminous Paving (Mills Drive) Refer to Sheet C2.2 for Typical Cross Section. b. Bituminous Paving (Private Drives) Refer to Sheet C2.2 for Typical Cross Section. c. Concrete Walkways Refer to Detail C7.2/4 d. Concrete Drives, Aprons, and Exterior Slabs Refer to Detail C7.2/3 Transition from B618 Curb and Gutter to Ribbon Curb. Transition from Surmountable Curb and Gutter to Ribbon Curb. 36. 37. 38. PAVING NOTES BLUFF CREEK BLVD . BLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARY BLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARYBLUFF CREEK BLVD.AVIENDA LANE 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.GF=91 5 . 4 907.4 FBWO 906.9 GF=916.5 908.5 FBWO 908.0 GF=917.5 909.5 FBWO 909.0 GF=918.4 910.4 FBWO 909.9 GF=919.8 911.8 FBWO 911.3 GF=921.5 913.5 FBWO 913.0 GF=922.5 914.5 FBWO 914.0 GF=923. 5 915.5 FBLO 918.5 3.7%4.4%4.2%4.4%5.4%5.8%3.9%3.9%263.03S01°56'14"W1 2 3 4 5 6 7 8 BLOCK 6 BASIN 47PHWL = 916.73BTM = 908.00BASIN 46P HWL = 890.45 BTM = 887.17 BASIN 41.3P HWL = 878.62 BTM = 875.63HWL = 921.950+001+00 2+00 3+00 4+00 5+00 6+00 7+007+80.79921920922915 912 910 91 2 916921 920 922 903 905 896 898 901 905 919 919 919920 917 0+001+001+11.46916 917 9 1 5 9 1 5 91 4 >> > > > > > >>> > > > > > > > > > > > > > 21 . 6 4 13.71 L.P. 17.1115.6817.33CLCL 16.78 G.B. H. P .21.2422.2522.65 17.50 17.01 16.28 13.68 12.00 07.75 03.76 99.69 96.0021.2119.4517.9617.0416.0915.0114.5005.00 06.40 06.40 06.04 07.50 07.50 07.08 08.50 08.50 07.99 09.4009.40 08.95 10.80 10.80 10.36 12.5012.50 12.50 14.02 91991 7 918 9 1 5 914 13.88 14.50 15.5716.5417.4518.9120.72 21.6 4 2 1 . 6 2 (21.1 )(15.4 ) (03.3 ) (96.5 ) (93.6 ) 19.3 21.1 21.621.6 22.0 21.7 3.3% 1.4% 1.7%4.3%0 . 9% 13.79 STS>>STS >>STS >>STS >>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS>>S T S >>STS>>STS>>STS >> STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS > > ST S >> ST S >> ST S >>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>0+001+00 2+00 3+00 3+6 3 . 0 11+30.700+ 0 0 1+001+05.23 B-8 B-9 B-11 B-18 B-23 B-24 B-25 B-26 B-27 WETLAND 3 WET L A N D 4 20' CITY WETLAND BUFFER 20' CITY WETLAND BUFFER 30' CITY WETLAND BUFFER SETBACK 20' CITY WETLAND BUFFER 30' CITY WETLAND BUFFER SETBACK (TYP) BUFFER SETBACK (TYP) 32 C7.1 3 SILT FENCE (TYP.) C7.1 3 SILT FENCE (TYP.) C7.1 6 CONCRETE WASHOUT W C7.1 2 ROCK CONSTRUCTION ENTRANCE (TYP.)EOF3 (TYP.) 32 36b 36b 36b PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C301SCD001B.DWG GRADING, DRAINAGE, & EROSION CONTROL - SOUTH C3.1B NORTH 0 50 100 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). Reserved. 13. 14. 15. 16. 17. 18. 19. 20. 21. Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Refer to SWPPP Notes on Sheet C3.2 for additional requirements. Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized. Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. 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) Fertilizer MNDOT 3881 General Placement MNDOT 2575 See Landscape Sheets L2.1 - L2.4 for permanent turf and landscape establishment. Avoid daily tracking on public streets. Scrape and sweep streets weekly. 2. 4. 5. 6. 7. 8. 9. 10. 11. 12. GRADING NOTESGENERAL NOTES LEGEND :Inlet Protection (See C7.1/1)nnn:Silt Fence :Construction Limits :Vehicle Tracking Pad ESTIMATED QUANTITYSYMBOLDESCRIPTION EROSION PREVENTION AND SEDIMENT CONTROL NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. :Erosion Control Blanket 3 ESTIMATED QUANTITYSYMBOLDESCRIPTION 38 ea. 4,902 lf. 4 ea. All temporary erosion and sediment control bmps must be removed upon final stabilization. All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanently ceased on a property that drains to an impaired water. Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to achieve: a) a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of soil or b) a bulk density of less than 1.4 grams per cubic centimeter or 87 pounds per cubic foot in the upper 12 inches of soil In addition, utilities, tree roots and other existing vegetation must be protected until final revegetation or other stabilization of the site. refer to sheet C3.1 for decompaction areas. The permittee must inspect all erosion prevention and sediment control facilities and soil stabilization measures to ensure integrity and effectiveness. the permittee must repair, replace, or supplement all nonfunctional BMPs with functional BMPs within 48 hours of discovery and prior to the next precipitation event unless adverse conditions preclude access to the relevant area of the site, in which case the repair must be completed as soon as conditions allow. when active land-disturbing activities are not underway, the permittee must perform these responsibilities at least weekly until vegetative cover is established. the permittee will maintain a log of activities under this section for inspection by the district on request. Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, eurasian watermilfoil, etc.) to the maximum extent possible. Contractor to stake off and mark proposed infiltration facilities to prevent soil compaction by heavy equipment, stockpiling of materials, and traffic. if infiltration facilities are in place during construction activities, best practices must be deployed to prevent sediment and other material from entering the practice(s). infiltration facilities must not be excavated to within 3 feet of final grade until the contributing drainage area has been constructed and fully stabilized. any accumulated sediment in an infiltration facility must be removed in manner that prevents compaction of the facility bottom. to provide a well-aerated, highly porous surface, the soils below an infiltration practice must be loosened to a minimum depth of 18 inches prior to installation or planting. 27. 28. 29. 30. 31. RPBCWD STANDARD EROSION CONTROL NOTES 32 71,845 S.F. Spot elevations at curblines indicate flowlines unless otherwise noted. Refer to sheets C5.1A - C5.3C for rim elevations of catch basins. Grades between proposed spot elevations shall be continuous and non variable. Spot elevations shall govern over contour lines. Meet and match existing curb. Provide 10 foot transition. 33. 34. 35. PAVING NOTES Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. Additional measures, such as hydraulic mulching and other practices as specified by the district must be used on slopes of 3:1 (h:v) or steeper to provide adequate stabilization. Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. All temporary erosion and sediment control bmps must be maintained until completion of construction and vegetation is established sufficiently to ensure stability of the site, as determined by the district. 22. 23. 24. 25. 26. RPBCWD STANDARD EROSION CONTROL NOTES Paving Sections: a. Bituminous Paving (Mills Drive) Refer to Sheet C2.2 for Typical Cross Section. b. Bituminous Paving (Private Drives) Refer to Sheet C2.2 for Typical Cross Section. c. Concrete Walkways Refer to Detail C7.2/4 d. Concrete Drives, Aprons, and Exterior Slabs Refer to Detail C7.2/3 Transition from B618 Curb and Gutter to Ribbon Curb. Transition from Surmountable Curb and Gutter to Ribbon Curb. 36. 37. 38. PAVING NOTES STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS0+0 0STS>>STS>>STS 1+64.711+001+11.10>> 0+0 0 0+0 0 19. 8 5 19.78 20.11BC 19.61 19.63BC 19.65 20.15BC 19.83 20.16BC 20.04 20.10 20.19 20.25 5.1%1.5%1.5 % 19.78 20.11BC 19.83 20.16BC 19.61 19.63BC 19.59 20.09BC (19.57)20.24 20.39 20.30 20.45 1.5%1. 5 %7.6%20.5436c 37373.9' 3838 3.0' 3737 3.9' 3838 3.0' 36c 36b 36d 7+00 7+37.87 STS >>STS>>STS>>STS>>STS>>3+003+04.647+00 7+37.87 %5.17+00 7+37.87 23.4525.3123.51 23.54BC (23.19)1.0%23.62 23.64BC 23.64 23.97BC 23.7823.93 23.98 23.83 1.5%3.5%23.57 23.59BC 23.56 24.06BC (?????????) 23.62 23.64BC 23.64 23.97BC 24.17 24.02 24.08 24.23 1.5%1.5%4.9%3737 3.3' 3838 1.7' 36c 36a 36c 3737 3.3' 3838 5.0'DROP 1 FT.%4.8 H.P. 3 5 . 0 0 35.66 34.88 34.90BC 34.94 34.96BC 35.01 35.34BC 34.82 35.15BC 35.5835.74 35.81 3.4%1.6%7.8% 34.66 34.68BC 34.68 35.01BC 34.63 34.65BC 34.54 34.87BC 34.77 34.84 34.81 34.880. 9 %1.5%1. 8 %0.2%3838 3.0' 3838 2.8' 3838 3.0' 3838 5.3'36c 36c 36b 36a 36d STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> 21 . 6 421.24 2 1 . 6 2 21.7 0 . 9% (21.63) 21.26BC 1.5% (21.79) 21.24 21.32BC 21.30 21.22 21.72BC 21.48BC 21.31 1.2% 7.9% 21.21BC 21.19 21.67BC 21.17 21.31BC 21.29 21.32 21.64BC1.5% 1 . 3% 4.3% 21.36 22.01 22.16 (21.78) (22.72) 1.5%1.0% B-26 3737 3.3' 38383.1' 3838 2.7' 37373.3' 36c 36c 36b 36d PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C301SCD001C.DWG GRADING, DRAINAGE, & EROSION CONTROL - ENLARGED C3.1C NORTH 0 10 20 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). Reserved. 13. 14. 15. 16. 17. 18. 19. 20. 21. Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Refer to SWPPP Notes on Sheet C3.2 for additional requirements. Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized. Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. 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) Fertilizer MNDOT 3881 General Placement MNDOT 2575 See Landscape Sheets L2.1 - L2.4 for permanent turf and landscape establishment. Avoid daily tracking on public streets. Scrape and sweep streets weekly. 2. 4. 5. 6. 7. 8. 9. 10. 11. 12. GRADING NOTESGENERAL NOTES LEGEND :Inlet Protection (See C7.1/1)nnn:Silt Fence :Construction Limits :Vehicle Tracking Pad ESTIMATED QUANTITYSYMBOLDESCRIPTION EROSION PREVENTION AND SEDIMENT CONTROL NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. :Erosion Control Blanket 3 ESTIMATED QUANTITYSYMBOLDESCRIPTION 38 ea. 4,902 lf. 4 ea. All temporary erosion and sediment control bmps must be removed upon final stabilization. All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanently ceased on a property that drains to an impaired water. Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to achieve: a) a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of soil or b) a bulk density of less than 1.4 grams per cubic centimeter or 87 pounds per cubic foot in the upper 12 inches of soil In addition, utilities, tree roots and other existing vegetation must be protected until final revegetation or other stabilization of the site. refer to sheet C3.1 for decompaction areas. The permittee must inspect all erosion prevention and sediment control facilities and soil stabilization measures to ensure integrity and effectiveness. the permittee must repair, replace, or supplement all nonfunctional BMPs with functional BMPs within 48 hours of discovery and prior to the next precipitation event unless adverse conditions preclude access to the relevant area of the site, in which case the repair must be completed as soon as conditions allow. when active land-disturbing activities are not underway, the permittee must perform these responsibilities at least weekly until vegetative cover is established. the permittee will maintain a log of activities under this section for inspection by the district on request. Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, eurasian watermilfoil, etc.) to the maximum extent possible. Contractor to stake off and mark proposed infiltration facilities to prevent soil compaction by heavy equipment, stockpiling of materials, and traffic. if infiltration facilities are in place during construction activities, best practices must be deployed to prevent sediment and other material from entering the practice(s). infiltration facilities must not be excavated to within 3 feet of final grade until the contributing drainage area has been constructed and fully stabilized. any accumulated sediment in an infiltration facility must be removed in manner that prevents compaction of the facility bottom. to provide a well-aerated, highly porous surface, the soils below an infiltration practice must be loosened to a minimum depth of 18 inches prior to installation or planting. 27. 28. 29. 30. 31. RPBCWD STANDARD EROSION CONTROL NOTES 32 71,845 S.F. Spot elevations at curblines indicate flowlines unless otherwise noted. Refer to sheets C5.1A - C5.3C for rim elevations of catch basins. Grades between proposed spot elevations shall be continuous and non variable. Spot elevations shall govern over contour lines. Meet and match existing curb. Provide 10 foot transition. 33. 34. 35. PAVING NOTES Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. Additional measures, such as hydraulic mulching and other practices as specified by the district must be used on slopes of 3:1 (h:v) or steeper to provide adequate stabilization. Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. All temporary erosion and sediment control bmps must be maintained until completion of construction and vegetation is established sufficiently to ensure stability of the site, as determined by the district. 22. 23. 24. 25. 26. RPBCWD STANDARD EROSION CONTROL NOTES Paving Sections: a. Bituminous Paving (Mills Drive) Refer to Sheet C2.2 for Typical Cross Section. b. Bituminous Paving (Private Drives) Refer to Sheet C2.2 for Typical Cross Section. c. Concrete Walkways Refer to Detail C7.2/4 d. Concrete Drives, Aprons, and Exterior Slabs Refer to Detail C7.2/3 Transition from B618 Curb and Gutter to Ribbon Curb. Transition from Surmountable Curb and Gutter to Ribbon Curb. 36. 37. 38. PAVING NOTES 10 SCALE ENLARGED PLAN 11 10 SCALE ENLARGED PLAN 33 10 SCALE ENLARGED PLAN 22 10 SCALE ENLARGED PLAN 23 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C302SCD001.DWG SWPPP NOTES C3.2 STORMWATER POLLUTION PREVENTION MANAGEMENT MEASURES EROSION PREVENTION AND SEDIMENT CONTROL SITE EVALUATION / ASSESSMENT / PLANNING Operator must develop pollution prevention management measures, implement good housekeeping BMPs, must follow all applicable federal, state, and local building codes, Occupational Safety and Health Act (OSHA), and the general conditions and general requirements of the construction contract. The Operator shall minimize the exposure to stormwater of any of the products, material, or wastes stored on site that may wash downstream or contaminate stormwater. Building products that have the potential to leach pollutants must be under cover. Chemicals and landscape materials shall be under cover to prevent the discharge of pollutants. Operator to track progress of the following items on site maps: portable toilets, material storage areas, vehicle and equipment fueling and maintenance areas, concrete washouts, paint and stucco washouts, dumpsters or other trash and debris containers, spill kits, stockpiles, any other non-structural non-storm water management BMPs, any temporarily removed structural BMPs, any changes to the structural BMPs. Solid waste: collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolition debris and other wastes must be disposed of properly and must comply with MPCA disposal requirements. Hazardous waste: oil, gasoline, paint and any hazardous substances must be properly stored in sealed containers to prevent spills, leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste or materials must be in compliance with Minn. R. Ch. 7045 including secondary containment as applicable. Portable toilets must be positioned so that they are secure and will not be tipped or knocked over. Concrete and other washout waste: operator must provide effective containment for all liquid and solid wastes generated by washout operations. The liquid and solid wastes must not contact the ground, and the containment must be designed so that it does not result in runoff from the washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCA rules. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal of concrete and other washout wastes. External vehicle washing: external washing of trucks and other construction vehicles must be limited to a defined area of the site. Runoff must be contained and waste properly disposed of. No engine degreasing is allowed on site. Operator shall take reasonable steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any area where they will be loaded or unloaded as detailed in the Permit. INSPECTIONS AND MAINTENANCE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. See Grading, Drainage, and Erosion Control sheets for the location and type of temporary erosion prevention and sediment control BMPs. See Grading, Drainage, Erosion Control, and Landscape sheets for the location and type of permanent erosion prevention and sediment control BMPs. Minimize Disturbed Areas and Protect Natural Features and Soil Appropriate construction practices (e.g. construction phasing, vegetative buffer strips, horizontal slope grading) shall be used to minimize erosion. Areas not to be disturbed (buffers, bluff creek overlay districts, etc.) shall be protected with construction or silt fence before work begins. Operator shall develop methods to minimize soil compaction outside of building pads, pavement areas and utility trenches and shall use tracked equipment wherever practicable. Topsoil shall be salvaged and reused to the extent practicable. Phase Construction Activity Operator must not disturb more land than can be effectively inspected and maintained. Sediment control practices shall be established on all down gradient perimeters before any upgradient land disturbing activities begin. These practices shall remain in place until final stabilization has been established in accordance with the Permit. The timing of the installation of sediment control practices may be adjusted to accommodate short-term activities such as clearing or grubbing, or passage of vehicles. Any short-term activity must be completed as quickly as possible and the sediment control practices shall be installed immediately after the activity is completed. However, sediment control practices shall be installed before the next precipitation event even if the activity is not complete. Control Stormwater Flowing onto and Through the Project The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of the construction site, or diverts water around the site, shall be stabilized within 200 lineal feet from the property edge, or from the point of discharge into any surface water. Stabilization of the last 200 lineal feet shall be completed within 24 hours after connecting to a surface water. Stabilization of the remaining portions of any temporary or permanent ditches or swales shall be complete within 14 days after connecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased. Temporary or permanent ditches or swales that are being used as a sediment containment system (with properly designed rock ditch checks, bio rolls, silt dikes etc.) do not need to be stabilized. These areas shall be stabilized within 24 hours after no longer being used as a sediment containment system. Stabilize Soils All exposed soil areas, including stockpiles, must be stabilized. The site has discharge points within one mile of, and flows to impaired waters. Therefore, stabilization of all exposed soil areas shall be initiated immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. Stabilization must be completed with in seven (7) calendar days of cessation of construction activity. Temporary soil stockpiles shall have silt fence or other effective sediment controls, and cannot be placed in surface waters, including storm water conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for the storm water. Temporary stockpiles without significant silt, clay or organic components (e.g., clean aggregate stockpiles, demolition concrete stockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces are exempt from this requirement. Protect Slopes Operator shall avoid work on slopes with a grade of 3h:1v or greater when practicable. Grading on slopes with a grade of 3h:1v or steeper will require techniques such as phasing and stabilization practices designed for steep slopes (e.g., slope draining and terracing). Protect Storm Drain Inlets All storm drain inlets shall be protected by appropriate BMPs during construction until all sources with potential for discharging to the inlet have been stabilized. Inlet protection may be temporarily removed if a specific safety concern has been identified. Provide Energy Dissipation at all Pipe Outlets Within 24 Hours After connection to a surface water or permanent stormwater treatment system. Establish Perimeter Controls and Sediment Barriers Prior to disturbing soils on a project site, establish sediment control BMPs on all downgradient perimeters and where site discharges to public waters. Retain Sediment On-site and Control Dewatering Practices Dewatering or basin draining of turbid or sediment laden water related to construction activities shall be discharged to a temporary or permanent sedimentation basin or treated with the appropriate BMP prior to entering the surface water. Discharge shall not cause nuisance conditions, erosion in receiving channels, adversely affect receiving water or impact wetlands, or downstream properties. Discharge points shall be adequately protected from erosion and scour by accepted energy dissipation measures. Discharge water containing oil or grease shall be treated to remove oil or grease prior to discharge to surface waters. Refer to Permit requirements for temporary or permanent sediment basins. Establish Stabilized Construction Exits Vehicle tracking pads shall be established as shown on the grading, drainage, paving and erosion control sheet to minimize tracking of sediment from the construction site onto adjacent streets. Infiltration Basin Protection Operator must not excavate infiltration systems to final grade or within three (3) feet of final grade until the contributing drainage area has been constructed and fully stabilized unless rigorous erosion prevention and sediment controls have been installed. When excavating an infiltration system to within three (3) feet of final grade, operator shall mark off and protect the area from heavy construction equipment to prevent compaction of soils. Dewatering and Basin Draining Permittees must discharge turbid or sediment-laden waters related to dewatering or basin draining to a temporary or permanent sediment basin. Discharges must not cause erosion or scour near the discharge points. Remove Sediment from Surface Waters All sediment deposits and deltas must be removed from surface waters (including drainage ways, catch basins, and other drainage systems) and the removal areas restabilized within seven (7) days. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. RECORD KEEPING / RECORD RETENTION The SWPPP (original or copies) including, all changes to it, and inspections and maintenance records shall be kept at the site during construction by the Owner / Operator who has operational control of that portion of the site. The SWPPP can be kept in either the field office or in an on site vehicle during normal working hours. All Owner(s) must keep the SWPPP, along with the following additional records, on file for three (3) years after submittal of the Notice of Termination (NOT). This does not include any records after submittal of the NOT. The following is a list of records that shall be kept at the project site available for inspectors to review: ·copy of the SWPPP, with any modifications ·inspection and maintenance records ·permanent operation and maintenance agreements ·calculations for the design of temporary and permanent storm water management systems ·any other permits required for the project ·records of all inspection and maintenance conducted during construction ·all permanent operation and maintenance agreements that have been implemented, including all right of way, contracts, covenants and other binding requirements regarding perpetual maintenance; and ·all required calculations for design of the temporary and permanent storm water management systems. 1. 2. 3. LOG OF CHANGES TO THE SWPPP / AMENDMENTS The Owner / Operator(s) must amend the SWPPP as necessary to include additional requirements, such as additional or modified BMPs, designed to correct problems identified or address situations as detailed in the Permit. 1. FINAL STABILIZATION POST CONSTRUCTION / PERMANENT BMPS See Grading, Drainage, Erosion Control, and Landscape sheets for post construction and permanent stormwater BMPs.1. TERMINATION OF COVERAGE The Operator shall have primary responsibility and significant authority for the development, implementation, maintenance, inspection and amendments to the approved SWPPP. Duties include but are not limited to: ·Ensuring full compliance with the SWPPP and the Permit ·Implementing all elements of the SWPPP, including but not limited to: ··Implementing prompt and effective erosion and sediment control measures ··Implementing all non-storm water management, and good housekeeping BMPs ensuring that no materials other than Storm water are discharged in quantities, which will have an adverse effect on receiving waters or storm drain systems, etc. ·Conducting routine inspections and maintenance ·Ensuring elimination of all unauthorized discharges ·Coordinating to ensure all of the necessary corrections / repairs are made immediately, and that the project complies with the SWPPP, the Permit, and approved plans at all times. 1. SWPPP CONTACT AND TRAINING INFORMATION Owner: Bahram Akradi c/o/ Lifetime Fitness attn: Mark Nordland 2902 Corporate Place Chanhassen, MN 55317 952-229-7090 mnordland@lt.life Operator: Rachel Contracting, Inc. attn: Ron Fricke 4125 Napier Ct. NE St. Michael, MN 55376 763-424-1500 rfricke@rachelcontracting.com Certification: U of MN, Design of Construction SWPPP, exp. May 31, 2021 Long Term Maintenance and Operation: Level 7 Development, Inc. c/o Life Time attn: Mark Nordland 2902 Corporate Place Chanhassen, MN 55317 952-229-7090 mnordland@lt.life SWPPP Designer: Steve Sabraski, P.E. Landform 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 612-252-9070 ssabraski@landform.net Certification: u of MN, Design of Construction SWPPP, exp. May 31, 2022 SWPPP Inspector / Manager: Landform 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 attn: Fred Volz 612-363-3684 Certification: Construction Site Management, exp. May 31, 2021 BMP Installation and Repair: To be determined. Contact Operator until BMP Installer and Maintainer is selected. Certification: , exp. 1. 2. 3. 4. 5. 6. WATERS WITHIN ONE MILE OF SITE SCHEDULE OF BMP INSTALLATION AND CONSTRUCTION ACTIVITY 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. DESCRIPTION OF CONSTRUCTION ACTIVITY 1. 2. ENVIRONMENTAL, ENDANGERED SPECIES, & ARCHEOLOGICAL REVIEWS There are no requirements for storm water due to environmental, endangered species, or archeological review within the Chanhassen AUAR Update of May 2017. 1. MINNESOTA IMPAIRED WATERS 1. 2. 3. 4. 5. 6. 7. NPDES PERMIT AND SWPPP COMPONENTS The current Minnesota Construction Stormwater Permit C00053019 dated May 29, 2019 is referenced in this document as the Permit. The SWPPP includes the following components: ·Avienda Townhomes (Phase 2) Construction Documents prepared by Landform ·Stormwater Management Narrative and calculations ·Maintenance Plan for permanent stormwater BMPs ·Preliminary geotechnical report prepared by Braun Intertec, dated 4-12-2017 ·Piezometer report by Braun Intertec, dated 10-16-2017 ·Double-ring infiltrometer test results by Braun Intertec, dated 8-16-2017 All components must be kept onsite by the Operator. The Operator shall contact Civil Engineer if they do not have all of the above documents. 1. TEMPORARY SEDIMENTATION BASIN(S) This project does not have more than 5 acres draining to a common location and the site drains to Impaired Waters, therefore temporary sediment basins are not required. Temporary sediment basins are provided on the overall Avienda Development plan set and are to be utilized for this project until completion of permanent stormwater BMPs. Temporary sediment basins shall provide treatment to runoff before it leaves the construction site or enters surface waters. The contractor shall comply with the following requirements: A.Sedimentation basins must provide live storage of runoff resulting from the 2-yr 24-hr rainfall event from each acre drained to the basin with a minimum of 1,800 cf/acre live storage volume. (Where no calculation has been performed, each basin shall provide at least 3,600 cf/acre of live storage.) Sedimentation basins must include a stabilized emergency overflow to prevent basin integrity failure. B.Discharge from temporary sedimentation basins will be withdrawn from the surface in order to minimize the discharge of pollutants. Discharge from basin draining shall not adversely affect the receiving water or downstream properties. Contractor will visually check to ensure adequate treatment has been obtained and that nuisance conditions will not result from the discharge. Any discharge observed to be occurring during the inspection shall be recorded, described, and photographed. If any proposed temporary BMPs are not working as planned refer to the "Stormwater Compliance Assistance Toolkit for Small Construction Operators", MPCA, 2017 for additional information. Operator shall contact the SWPPP Designer for additional requirements and information. 1. 2. 3. 4. 5. SITE INFORMATION Site location: Latitude: 44.867527, Longitude: -93.557648 Overall Development disturbed area = 93.0 ac. Avienda Townhomes disturbed area = 10.2 ac. Pre-construction impervious area within disturbed area = 0.4 ac. Post-construction impervious area within disturbed area = 4.0 ac. Net change in impervious area within disturbed area = 3.6 ac. Type of stormwater management: ·Filtration ·Infiltration Erosion prevention and sediment control quantities are on sheets C3.1 - C3.1B. 1 MILE SURFACE WATER BUFFERS 50 foot buffers from surface waters are not possible everywhere on this site due to site grading requirements. We have provided smaller buffers in combination with double silt fence where grading is adjacent to surface waters. For Wetland 3, the buffer ranges from 28' to 50'. Wetland 4 has a buffer of 50'. For Wetland 6, the buffer ranges from 20' to 80'. MNDOT Wetland M09 has a buffer ranging from 38' to 80'. The above buffers are impacted only for storm sewer inlet and outlet construction. 1. Owner / Operator(s) wishing to terminate coverage under the Permit must submit a Notice of Termination (NOT) to the MPCA. Compliance with the permit is required until a NOT is submitted. Refer to the Permit for details. Conditions for submitting a NOT include: A.Site must have achieved final stabilization (refer to section above). B.The permanent stormwater treatment and conveyance systems must be clean and all accumulated sediment removed. C.All temporary synthetic erosion prevention and sediment control BMPs must be removed from the site and disposed of properly. D.Single Family Residential only - Permit termination on individual lots occurs once building construction is complete, temporary erosion prevention and downgradient perimeter control is complete, the residence sells to the homeowner, and the permittee distributes the MPCA's "Homeowner Fact Sheet" to the homeowner. 1. The Owner / Operator(s) must ensure final stabilization of the site. Final stabilization includes: A.Ensuring all areas have permanent cover. B.Vegetative areas must have perennial cover with a density of 70% of expected final growth. 1. Permittees must ensure that a trained person will inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5-inches in 24 hours. Inspections shall include stabilized areas, erosion prevention and sediment control BMPs, and infiltration areas. Surface waters on or adjacent to the site must be inspected for evidence of erosion or sediment deposition. Permittees must record all inspection and maintenance activities within 24 hours of being conducted as detailed in the Permit. Inspection Records content shall include: A.Date and time of inspections; B.Name of persons conduction inspections; C.Findings of inspections, including specific locations where corrective actions are needed; D.Corrective actions taken including dates, times, and the party taking the corrective action; E.Dates of all rainfall events greater than 1/2 inch in 24 hours (refer to Permit for measurement requirements); F.Any discovered discharge must be recorded, including photographs, descriptions of discharge (color, odor, settled or suspended solids, oil sheen, or other obvious indicators of pollution), and specific location of discharge location; G.Any amendments to the Permit as a result of inspections must be documented within seven calendar days as described in the Permit. BMP Maintenance: A.Nonfunctional BMPs must be repaired or replaced by the end of the next business day after discovery unless a different time frame is indicated. B.Follow the designer's or manufacturer's recommended maintenance procedures for all BMPs. C.Remove sediment from BMPs when the depth of sediment has reached 1/2 the height of the BMP and properly dispose of sediment into controlled areas to prevent soil from returning to the BMP during subsequent rain events. D.Remove sediment from paved roadways within one calendar day of discovery. E.Remove sediment from around BMPs protecting storm drain inlets. F.Surface waters with evidence of sediment deposition must be stabilized and sediment removed within seven calendar days of discovery, or as stated by the Permit. G.Ensure that construction support activities, including borrow areas, waste areas, contractor work areas, and material storage areas and dedicated concrete and asphalt batch plants are cleaned and maintained. H.Replace damaged BMPs that no longer operate effectively. Add BMPs as needed during construction to minimize erosion and prevent sediment from leaving the site. 1. 2. 3. 4. 5. 6. 7. Install perimeter sediment control BMPs prior to start of other site work. Refer to Grading, Drainage, Paving and Erosion Control sheets for initial locations of BMPs. Perform work in phases to minimize disturbed area at any one time. Strip topsoil from areas to be disturbed and stockpile with perimeter sediment control BMPs. Provide immediate stabilization. Fine grade site. Grading areas open at one time should be limited to minimize potential for sediment transport. Install public utilities including stormwater basins. Final grade roadway areas and compact subgrade. Place pavement aggregate and compact. Install curb and gutter. Backfill and stabilize exposed soil. Install private (small) utilities (gas, electric, communications). Pave roadways, trails and walks. Provide final stabilization for any remaining disturbed areas. Remove temporary BMPs once up gradient areas are stabilized. Connect infiltration practices to storm sewer inlets. Turn over lots to homebuilder. Construction activity includes erosion and sediment control BMPs installation, clearing and grubbing, site grading, utility installation, paving, and landscaping. Future construction activity will include erosion and sediment control BMPs installation, utility installation, paving, building construction, and landscaping on individual parcels. Hazeltine Lake (AUID: 10-0014-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; and stormwater does not discharge to it. Lake Riley (AUID: 10-0002-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; and stormwater does discharge to it. A.TMDLs have been established for this impaired water for Fishes Bioassessment. B.TMDLS have been established for this impaired water for Mercury in Fish Tissue. C.TMDLS have been established for this impaired water for Nutrient / eutrophication biological indicators. Lake Susan (AUID: 10-0013-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; and stormwater does discharge to it. A.TMDLs have been established for this impaired water for Mercury in fish tissue. There are no special construction requirements for this impairment. B.TMDLs have not been established for this impaired water for Nutrient / eutrophication biological indicators. There are no special construction requirements for this impairment. Bluff Creek (AUID: 07020012-710) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; and stormwater does discharge to it. A.TMDLs have been established for this impaired water for Fishes bioassessments. There are no special construction requirements for this impairment. B.TMDLs have been established for this impaired water for Turbidity. There are no special construction requirements for this impairment. This site will meet these TMDLs using the following methods: Follow Permit requirements. Stream Unassessed (AUID: 07020012-999), tributary to Lake Susan is not impaired, is within one mile of the site, and stormwater from the site does not discharge to it. The following waters are within one mile of the site, receive stormwater discharge from the site, but do not appear on the MPCA Impaired Waters Viewer: A.MNDOT Wetland M09 B.MNDOT Wetland M10 C.Onsite Wetland #3 D.Onsite Wetland #4 E.Onsite Wetland #6 F.MNDOT Stormwater "Englewood" Pond 6+00 929 931 928 925924 931928929 924931930 928929 4 .1%2.8%3.7%SAN>SAN>S A N>6+00 STS >>STSSTS >>STS>>STS>>STS>>MH 3 MH 4 2+002+40.840+ 0 0 1+00 CB 132 CB 131 CBMH 403 CBMH 402 FES 401 STS>>FES 411 CBMH 412 CBMH 4130+001+001+30.700+00 1+00 1+51.52 0+000+35.036+00 GF=928.8 929.1 (FFE) SOG 928.6 GF=930.8 931.1 (FFE) SOG 930.6GF=931.8931.2(FFE)SOG931.6GF=932.5932.8(FFE)SOG932.3OEOEOEOEOEOE30' CITY WETLANDBUFFER SETBACK (TYP)AAB B 29' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%25' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%26' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%26' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%27' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%27' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%102' - 8" PERF. HDPE W/ CIRCULAR SOCK @ 0.5%8" X 8" TEE (TYP.) 8" C.O. INV = 921.51 8" C.O. (TYP.)13' - 8" PVC SDR 36@ 0.5%BASIN 31P HWL = 925.53 BOT. = 924.00 MILLS DRIVE Basin 31P - Section A-A HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 915 920 925 930 935 915 920 925 930 935 EG:FG:-0+25 EG: 931.21FG: 931.210+00 EG: 926.91FG: 926.91EG: 923.73FG: 923.730+50 EG: 923.87FG: 923.87EG:FG:1+00 EG:FG:EG:FG:1+50 EG:FG:1+75 BTM = 923.73 EXISTING GRADE FINISHED GRADE SEE DETAIL C7.4/6 FOR CROSS SECTION DETAIL STMH 611 RIM: 927.60 INL (N): 920.93 INL (NW): 923.73 INV: 920.93 48" DIA R-1642 PER DETAIL C7.4/6 42' - 15" RCP CL. V @ 0.3% FES 610 INV= 920.80 PER DETAIL C7.3/7 RIP-RAP PER DETAIL C7.1/5 9' - 12" RCP CL. V @ 0.0% Basin 31P - Section B-B HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 915 920 925 930 935 915 920 925 930 935 EG:FG:-0+25 EG: 925.05FG: 925.060+00 EG: 923.73FG: 923.73EG: 923.73FG: 923.730+50 EG: 925.50FG: 923.73EG: 927.80FG: 923.731+00 EG: 928.59FG: 923.73EG: 928.50FG: 929.451+50 EG:FG:EG:FG:2+00 EG:FG:2+25 BTM = 923.73 EXISTING GRADE FINISHED GRADE SEE DETAIL C7.4/6 FOR CROSS SECTION DETAIL BTM = 923.73 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C303SCD001.DWG BASIN CROSS-SECTIONS C3.3A NORTH 0 30 60 WEST-CENTRAL BASIN 0+001+002.0%916923 921 924 924 921 923925 923 928 923 925 924 927926 924 922 927924 926 >>>>>>>>>>>>>>>>>>>>19.85STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>0+001+00>>STS>>STS >>STS >>STS >>STS>>0+001+00 0+00 1+001+6 4 . 7 1 MH 121 CB 104 CB 103 CBMH 102 MH 101 CB 111 CB 112 0+00 1+00 2+00 3+00 3+80.96 0+001+ 0 0 1+ 1 1 . 1 0 EX. STMH 5120+001+00DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=922.9GF=921.8914.5FBWO914.0B-13AVIENDA PARKWAY = 2 40.0 0 Δ = 7 5 °3 2'48" L=277.76 R=1390.00 Δ=11°26'58" AVIENDA PA R K W A Y A A BB35 LF53 LF56 LF57 LF51 LF52 LF46 LF47 LF42 LF42 LF37 LF39 LF34 LF36 LF31 LF33 LF28 LF30 LF27 LF25 LF22 LF24 LF19 LF21 LF17 LF19 LF15 LF17 LF14 LF15 LF11 LF13 LF10 LF8" PERF. HDPE UNDERDRAINS WITH CIRCULAR SOCK (TYP.) 8" PERF. HDPE DISTRIBUTION PIPE (TYP.) 330' - 18" PERF. HDPE DISTRIBUTION HEADER @ 0.0% 302' - 8" PER F . H D P E U N D E R D R A I N H E A D E R @ 0 . 0 % 24' - 8" PERF. HDPE UNDERDRAIN HEADER @ 0.0% 10' - 8" PERF. HDPE UNDERDRAIN HEADER @ 0.0% 8" X 18" TEE (TYP.) 8" X 8" TEE (TYP.)8" C.0. (TYP.) 8" C.0. (TYP.) 1 7 ' - 8 " PVC@ 0 . 0%MILLSLANEBASIN 25P HWL = 917.37 70' - 18" PERF. HDPEOUTLET @ 0.0%INV (E): 915.67 INV (N-S): 914.93 Basin 25P - Section A-A HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 905 910 915 920 925 930 905 910 915 920 925 930 EG:FG:-0+25 EG: 922.01FG: 922.010+00 EG: 919.37FG: 919.37EG: 916.47FG: 916.470+50 EG: 916.02FG: 916.02EG: 915.63FG: 915.631+00 EG: 915.88FG: 915.88EG: 916.15FG: 916.151+50 EG: 916.42FG: 916.42EG: 916.69FG: 916.692+00 EG: 916.96FG: 916.96EG: 917.23FG: 917.232+50 EG: 917.50FG: 917.50EG: 917.77FG: 917.773+00 EG: 918.04FG: 918.04EG: 918.61FG: 918.613+50 EG: 921.43FG: 921.43EG:FG:4+00 EG:FG:4+25 EXISTING GRADE FINISHED GRADE REFER TO DETAIL C7.4/7 MH 121 RIM: 926.26 INL (S): 914.93 INV: 914.93 48" DIA PER DETAIL C7.2/11MH 101 RIM: 921.86 INL (NW): 915.38 INL (E): 915.58 INV: 914.93 48" DIA PER DETAIL C7.2/11 ROCK TOP = 919.65 SAND TOP = 914.93 SAND BOTTOM = 912.63 Basin 25P - Section B-B HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 905 910 915 920 925 930 905 910 915 920 925 930 EG:FG:-0+25 EG: 919.50FG: 919.500+00 EG: 915.43FG: 915.43EG: 915.43FG: 915.430+50 EG: 915.43FG: 915.43EG: 919.07FG: 919.071+00 EG:FG:EG:FG:1+50 EG:FG:1+75 EXISTING GRADE FINISHED GRADE REFER TO DETAIL C7.4/7 70' - 18" PERF. HDPE @ 0.0% INV = 915.67 ROCK TOP = 919.65 EXISTING STMH 512 RIM: 923.31 INL (W): 915.67 INL(SW): 912.63 INV: 908.00 EXISTING 164' - 18" PVC @ 1 . 3 3 % PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C303SCD001.DWG BASIN CROSS-SECTIONS C3.3B NORTH 0 30 60 SSMH RE=937.7 IE=925.9(W)XXXX SSMHRE=915.2IE=884.1>>>>>>WETLAND 3WETLAND 4BASIN 31P HWL = 925.53 BOT = 924.00123456789101132154321123456712345 12345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6BASIN 28P HWL = 914.26 BTM = 912.53 BASIN 47P HWL = 916.73 BTM = 908.00 BASIN 46PHWL = 890.45BTM = 887.17BASIN 41.3PHWL = 878.62BTM = 875.63HWL = 921.95 SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SANSAN>SANSAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS >>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS> >STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>0+00 1+00 2+00 2+40.84SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>0+0 0 0+3 5 . 0 3 STS>>STS>>STS>>SAN>MILLS LANE NW BLUFF CREEK BOULEVARDB L U F F C R E E K B O U L E V A R D AVIENDA PARKW A Y MILLS DRIVEAVIENDA LANE S.PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 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 C7.2/1. 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 0+001+002+003+00DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT.DROP 1 FT.GF=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=932.2 924.9 FBLO 924.4 GF=929.6 922.3 FBWO 921.8 16745SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STSSTSSTS>SAN>0+001+002+003+00 STS >>STS>>STS>>0+00 1+001+6 4 . 7 1 CB 104 CB 103 CBMH 102 MH 101 CB 111 CB 112 SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>EX. STMH 512 R36'R64'R36' R64'R20'R20'R336.82'R308.82'28'B-B28'B-BC7.2 3 STREET INTERSECTION CONCRETE VALLEY GUTTER 900 905 910 915 920 925 930 SAN MH 41-040 RIM: 926.07 INL (E): 900.77 INL (S): 912.10 INV: 900.67 STORM SEWER STORM SEWER SAN MH 41-041 RIM: 921.57 INL (SE): 901.48 INV: 901.38 FINISHED GRADE EXISTING GRADE EXISTING 1 2 " P V C C 9 0 0 W A T E R M A I N 5.20% 1.56% EXISTING - 8" PVC SDR 26 SANITARY SE W E RGRADE BREAK STA = 0+17.44ELEV = 919.704PVI STA: 1+78.49 PVI ELEV: 922.21 K: 54.73 LVC: 199.24 AD: 3.64%BVCS: 0+78.87BVCE: 920.66EVCS: 2+78.11EVCE: 927.39900 905 910 915 920 925 900 905 910 915 920 925 25' - 15" RCP CL. V @ 0.5% 39' - 18" RCP CL. V @ 0.5%51' - 15" RCP CL. V @ 0.5% 22' - 15" RCP CL. V @ 0.5% 25' - 15" RCP CL. V @ 0.5% CB 112 RIM: 922.25 INV: 917.82 48" DIA PER DETAIL C7.1/4 CB 111 RIM: 922.19 INL (N): 917.70 INV: 915.57 48" DIA PER DETAIL C7.1/4 MH 101 RIM: 921.86 INL (NW): 915.38 INL (E): 915.58 INV: 914.93 48" DIA W/ 3' SUMP & SKIMMER PER DETAIL C7.4/8 CBMH 102 RIM: 919.45 INL (E): 915.84 INV: 915.84 48" DIA PER DETAIL C7.1/4 R-4341-A BEEHIVE CB 103 RIM: 920.01 INL (NE): 915.95 INV: 915.95 48" DIA PER DETAIL C7.1/4 CB 104 RIM: 920.06 INV: 916.08 48" DIA PER DETAIL C7.1/4 SANITARY SANITARY WATERMAIN 3.1' SEPARATION BETWEEN STORM SEWER AND EXISTING WATERMAIN 2.6' SEPARATION BETWEEN STORM SEWER AND EXISTING WATERMAIN. FINISHED GRADE EXISTING GRADE CL MILLS LANE 895 EG:FG:-0+25 EG: 920.05FG: 920.050+00 EG: 919.83FG: 919.83EG: 920.58FG: 920.580+50 EG: 921.14FG: 921.14EG: 921.69FG: 921.691+00 EG: 922.25FG: 922.25EG: 922.80FG: 922.801+50 EG: 923.36FG: 923.36EG: 923.91FG: 923.912+00 EG: 924.47FG: 924.47EG: 925.02FG: 925.022+50 EG: 925.57FG: 925.57EG: 926.13FG: 926.133+00 EG: 926.68FG: 926.68895 895 EG:FG:-0+25 EG: 924.00FG: 922.050+00 EG: 922.85FG: 922.39EG: 921.23FG: 922.140+50 EG: 919.49FG: 921.53EG: 919.42FG: 920.741+00 EG: 920.10FG: 920.68EG: 920.87FG: 920.411+50 EG:FG:EG:FG:2+00 EG:FG:2+25 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C501SCD001A.DWG MILLS LANE NW STREET & STORM C5.1A NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 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 C7.2/1. 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 MILLS LANE NWSEE SHEET C5.1BSEE SHEET C5.1BVERTICAL SCALE = 1":3' MILLS LANE NW Refer to sheet C2.2 for typical street cross sections19. PAVING NOTES CB 112 - CB 104 SANSAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>3+006+95. 1 6 3+00 4+00 5+00 6+00 SAN>SAN>MILLS LANE NW 3+003+00 4+00 5+00 6+00 6+95. 1 6 DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT. DROP 1 FT. DROP 1 FT. GF=930.6 GF=932.9 925.6 GF=934.3 927.0 GF=935.7 930.2 GF=935.1 927.8 GF=936.1 928.8 GF=936.2 928.9 FBWO BLOCK 5R20'R100.43'R20'28'B-BC7.2 3 STREET INTERSECTION CONCRETE VALLEY GUTTER R72.43'900 905 910 915 920 925 930 935 940 945 FINISHED GRADE FINISHED GRADE EXISTING GRADE 2.00%-1.00% 1.21% 5.20% GRADE BREAK STA = 6+78.83 ELEV = 935.033 PVI STA: 3+79.78 PVI ELEV: 932.68 K: 34.09 LVC: 135.96 AD: -3.99%BVCS: 3+11.80BVCE: 929.14EVCS: 4+47.76EVCE: 933.50PVI STA: 6+03.83 PVI ELEV: 935.39 K: 45.45 LVC: 100.47 AD: -2.21%BVCS: 5+53.59BVCE: 934.78EVCS: 6+54.07EVCE: 934.89PVI STA: 6+65.66 PVI ELEV: 934.77 K: 0.34 LVC: 1.01 AD: 3.00% BVCS: 6+65.15 BVCE: 934.77 EVCS: 6+66.17 EVCE: 934.78 LP STA: 6+65.49 LP ELEV: 934.77 EVCS: 2+78.11EVCE: 927.39EG: 925.57FG: 925.57EG: 926.13FG: 926.133+00 EG: 926.68FG: 926.68EG: 927.23FG: 927.233+50 EG: 927.79FG: 927.79EG: 928.34FG: 928.344+00 EG: 928.89FG: 928.89EG: 929.44FG: 929.444+50 EG: 929.99FG: 929.99EG: 930.54FG: 930.545+00 EG: 931.10FG: 931.10EG: 931.65FG: 931.655+50 EG: 932.20FG: 932.20EG: 932.75FG: 932.756+00 EG: 933.30FG: 933.30EG: 933.88FG: 933.886+50 EG: 934.34FG: 934.34EG:FG:7+00 EG:FG:7+25 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C501SCD001B.DWG MILLS LANE NW STREET & STORM C5.1B NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 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 C7.2/1. 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 MILLS LANE NWSEE SHEET C5.1ASEE SHEET C5.1AVERTICAL SCALE = 1":3' MILL S D RI V E SEE SHEET C5.2ARefer to sheet C2.2 for typical street cross sections19. PAVING NOTES 885 890 895 900 905 910 915 920 EG:FG:-0+25 EG: 912.95FG:0+00 EG: 912.43FG:EG: 911.43FG: 911.930+50 EG: 910.43FG: 912.46EG: 909.43FG: 913.631+00 EG: 908.44FG: 915.54EG: 907.45FG: 916.351+50 EG: 907.16FG: 917.87EG: 906.87FG: 918.192+00 EG: 905.48FG: 918.13EG: 903.90FG: 918.532+50 EG: 902.32FG: 917.92EG: 902.12FG: 916.333+00 EG: 907.19FG: 915.59EG: 910.46FG: 915.603+50 EG: 911.30FG: 915.11EG: 911.85FG: 914.984+00 EG: 912.58FG: 916.46EG: 914.44FG: 919.204+50 EG: 919.45FG: 921.30EG: 923.93FG: 921.885+00 EG: 926.85FG: 924.24EG: 927.69FG: 927.745+50 EG: 928.52FG: 929.3356' - 8" HDPE @ 11.3% 49' - 8" H D P E @ 3 . 0 % 159' - 8" HD P E @ 2 . 0 % CBMH 304 RIM: 929.02 INL (S): 924.06 INL (E): 924.06 INV: 924.06 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 303 RIM: 921.75 INL (S): 917.75 INL (E): 917.75 INV: 917.75 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 302 RIM: 919.64 INL (S): 916.28 INV: 912.28 NYLOPLAST DRAIN PER DETAIL C7.1/11 MH 301 RIM: 915.99 INL (SW): 909.10 INV: 909.10 48" DIA SEE DETAIL C7.4/4 FINISHED GRADE EXISTING GRADE STMH 501 RIM: 912.76 INL (SE): 905.12 INV: 892.78 282' - 8" HD P E @ 2 . 0 % CONNECT TO STMH 501 AT INV = 903.47 San Sewer-Public.45R=240.00Δ=75°32'48"N01°05'17"E 1540.84SAN>SANSAN>SAN>SAN>SANSA N>>>>>STS>>STS>>STS>>STS>>STS >> STS S T S>>S T S>>S T S>>S T S>>ST S>>ST S>>1+00 2+00STS>>STS>>STS>>STS>>STS>>0+001+64.710+00 1+00 2+003+004+00CB 104CB 111 CB 112 MH 301 CBMH 302 SAN>SAN>SAN>SA N>SA N>SA N>SA N>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >> S A N > SA N > SA N > SA N > SA N > SA N > SA N > 1+00 2+00 DR O P 1 F T . DROP 1 F T . DROP 1 FT.DROP 1 FT.DROP 1 FT. GF=927.1 919.8 FBWO 919.3 GF=926.6 919.3 FBWO 918.8 GF=924.5 917.2 FBWO 916.7 GF=92 2 . 9 915.6 FBWO 915.1 GF= 9 2 1 . 8 914. 5 FB W O 914. 0 1 2 3 4 5 BLOCK 4 EDGE OF PLOWED FIELDXXXXXXX>>STORM 300 SERIS HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C501SCD001C.DWG BLOCK 3 REAR YARDS STORM C5.1C NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 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 C7.2/1. 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 VERTICAL SCALE = 1":3' 910 915 920 925 930 935 940 CBMH 309 RIM: 934.59 INL (E): 930.94 INV: 930.94 NYLOPLAST DRAIN PER DETAIL C7.1/11 56' - 8" HD P E @ 2 . 5 % 56' - 8" HD P E @ 2 . 5 % 54' - 8" HD P E @ 2 . 5 % 55' - 8" HD P E @ 2 . 5 % 55' - 8" HD P E @ 2 . 5 %56' - 8" HDPE @ 11.3% CBMH 308 RIM: 933.40 INL (S): 929.54 INL (E): 929.54 INV: 929.54 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 307 RIM: 932.29 INL (S): 928.15 INL (E): 928.15 INV: 928.15 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 306 RIM: 931.21 INL (S): 926.80 INL (E): 926.80 INV: 926.80 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 305 RIM: 930.11 INL (S): 925.43 INL (E): 925.43 INV: 925.43 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 304 RIM: 929.02 INL (S): 924.06 INL (E): 924.06 INV: 924.06 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 303 RIM: 921.75 INL (S): 917.75 INL (E): 917.75 INV: 917.75 NYLOPLAST DRAIN PER DETAIL C7.1/11 FINISHED GRADE EXISTING GRADESAN >>2+003+006+95. 1 6 STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STSSTS>>4+0 0 5+00 6+00 7+00 8+00 8+34.27 CBMH 302 CBMH 303 CBMH 304 CBMH 305 CBMH 306 CBMH 307 CBMH 308 CBMH 309SAN>SAN>SAN>SAN>SAN>MILLS DRIVE2+003+006+95. 1 6 DROP 1 FT.GF=927.1GF=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 1234567BLOCK 3>IBOULDERRET. WALXXX X XXTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1XXXCBRE=924.8IE=920.7>>>>CB CLEAN OUT INV: 927.48 PER DETAIL C7.4/5 CLEAN OUT INV: 928.82 PER DETAIL C7.4/5 CLEAN OUT INV: 930.38 PER DETAIL C7.4/5 CLEAN OUT INV: 931.60 PER DETAIL C7.4/5 CLEAN OUT INV: 926.11 PER DETAIL C7.4/5 CLEAN OUT INV: 924.72 PER DETAIL C7.4/5 CLEAN OUT INV: 918.47 PER DETAIL C7.4/5 885 FG: 921.885+00 EG: 926.85FG: 924.24EG: 927.69FG: 927.745+50 EG: 928.52FG: 929.33EG: 929.23FG: 929.836+00 EG: 929.81FG: 930.33EG: 930.41FG: 930.836+50 EG: 930.71FG: 931.33EG: 930.87FG: 931.837+00 EG: 931.33FG: 932.33EG: 932.07FG: 932.837+50 EG: 933.53FG: 933.33EG: 933.79FG: 934.468+00 EG: 934.38FG: 935.68EG:FG:8+50 EG:FG:8+75 STORM 300 SERIS HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C501SCD001D.DWG BLOCK 3 REAR YARDS STORM C5.1D NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 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 C7.2/1. 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 VERTICAL SCALE = 1":3' 910 915 920 925 930 935 940 945 0.60% -1.55%GRADE BREAK STA = 1+20.86ELEV = 937.511PVI STA: 2+00.00 PVI ELEV: 937.99 K: 26.41 LVC: 100.00 AD: -3.79%BVCS: 1+50BVCE: 937.69EVCS: 2+50EVCE: 936.39PVI STA: 3+00.00 PVI ELEV: 934.80 K: 61.21 LVC: 100.00 AD: 1.63%BVCS: 2+50BVCE: 936.39EVCS: 3+50EVCE: 934.02FINISHED GRADE EXISTING GRADESAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>STS >>STS>>STS>>STS>>SAN>SAN>SAN>S A N>SAN>SAN>SAN>SAN>SAN>SAN>1+00 2+00 3+0 0 4+005+006+00 7+00 7+37.876+95.16STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>0 + 0 0 1+002+003+003+04.648+34.270+001+002+002+40.840+ 0 0 1+00 1+32.23 CB 132 CB 131 CB 123 CB 124 CBMH 122 MH 121 CBMH 309 CBMH 405 CBMH 404 CBMH 403 CBMH 402 FES 401 STS>>FES 411 CBMH 412 CBMH 4130+001+001+30.700+00 1+00 1+51.52 3+80.960+000+35.03SAN>SAN>MILLS DRIVE 1+00 2+00 3+0 0 4+005+006+00 7+00 7+37.876+95.16DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=926.5 926.8 (FFE) SOG 926.3 GF=928.8 929.1 (FFE) SOG 928.6 GF=930.8 931.1 (FFE) SOG 930.6 GF=936.2928.9FBWO928.4GF=936.2928.9FBWO928.4GF=935.3928.0FBWO927.5GF=934.5927.2FBWO926.7GF=931.8931.2(FFE)SOG931.6GF=933.6926.3FBWO925.8GF=932.5932.8(FFE)SOG932.3GF=933.7934.0(FFE)SOG933.5GF=934.5934.8(FFE)SOG934.3GF=936.3936.6(FFE)SOG936.1346.68 N88°54'43"W 7 8 9 10 11 321 5 4 3 2 1 BLOCK 1 BLOCK 2 HWL = 921.95C7.2 3 STREET INTERSECTION CONCRETE VALLEY GUTTER R20' R20'R34.5'R65.5'31'B-B>>IIB-4 WETLAND #3 20' CITY WETLAND BUFFER 30' CITY WETLAND BUFFER SETBACK (TYP)MILLS LANEMILLS DRIVE HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 905 EG:FG:-0+25 EG: 936.58FG:0+00 EG: 936.52FG:EG: 936.68FG:0+50 EG: 937.01FG:EG: 937.29FG:1+00 EG: 937.56FG: 937.54EG: 937.88FG: 937.691+50 EG: 934.16FG: 937.72EG: 933.64FG: 937.512+00 EG: 933.11FG: 937.07EG: 932.58FG: INFINITY2+50 EG: 932.06FG: 935.65EG: 931.38FG: 935.003+00 EG: 930.69FG: 934.46EG: 930.02FG: 934.023+50 EG: 929.36FG: 933.64EG: 928.68FG: 933.254+00 EG: 928.01FG: 932.86EG: 927.334+50 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C502SCD001A.DWG MILLS DRIVE STREET PLANS C5.2A NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 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 C7.2/1. 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 MILLS DRIVE SEE SHEET C5.2BSEE SHEET C5.2B SEE SHEET C5.1A VERTICAL SCALE = 1"=3' Refer to sheet C2.2 for typical street cross sections Refer to sheets 8.1 for Mill Drive Cross Sections. 19. 20. PAVING NOTES 905 910 915 920 925 930 935 -5.0 0 % -1.80%EG: 928.01FG: 932.86EG: 927.33FG: 932.474+50 EG: 926.65FG: 932.02EG: 925.98FG: 931.375+00 EG: 925.29FG: 930.50EG: 924.60FG: 929.415+50 EG: 923.93FG: 928.16EG: 923.26FG: 926.936+00 EG: 922.58FG: 925.86EG: 921.89FG: 924.996+50 EG: 921.87FG: 924.32EG: 924.04FG: 923.837+00 EG: 923.52FG:EG:FG:7+50 EG:FG:7+75GRADE BREAK STA = 7+21.43ELEV = 923.449PVI STA: 5+06.36 PVI ELEV: 931.60 K: 29.01 LVC: 100.00 AD: -3.45%BVCS: 4+56.36BVCE: 932.37EVCS: 5+56.36EVCE: 929.10PVI STA: 6+40.00 PVI ELEV: 924.91 K: 31.25 LVC: 100.00 AD: 3.20%BVCS: 5+90BVCE: 927.41EVCS: 6+90EVCE: 924.0111 5 ' - 1 5 " R C P C L . V @ 6 . 9 % CB 131 RIM: 928.78 INL (SW): 924.35 INV: 924.35 48" DIA PER DETAIL C7.1/4 CB 123 RIM: 923.84 INL (S): 916.41 INL (W): 916.41 INV: 916.21 48" DIA PER DETAIL C7.1/4 FINISHED GRADE EXISTING GRADE AVIENDA P A R K W A Y>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN3+004+00 5+00 6+007+007+37.876+95. 1 6 5+00 6+00 STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS >>STS >>0+001+00 2+00 3+00 3+04.64 CB 132 CB 131 CB 123 CB 124 CBMH 122 MH 121 0+00 2+00 3+00 3+80.96 0+0 0 0+3 5 . 0 3 SAN>SAN>MILLS DRIVEMILLS LANE NW 3+004+00 5+00 6+007+007+37.875+00 6+00 6+95. 1 6 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.GF=926.5926.8 (FFE)SOG926.3GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=934.3 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 4567891011321543211234BLOCK 3BLOCK 1BLOCK 2MILLS DRIVER65.5'R34.5'R20'R20'31'31'B-4B-13B-30PRIVATEPUBLIC915 920 925 915 920 925 172' - 18" RCP CL. V @ 0.5% 84' - 18" RCP CL. V @ 0.5% 28' - 15" RCP CL. V @ 0.5% 19' - 18" PVC @ 0.0% CB 124 RIM: 923.84 INV: 916.55 48" DIA PER DETAIL C7.1/4 CB 123 RIM: 923.84 INL (S): 916.41 INL (W): 916.41 INV: 916.21 48" DIA PER DETAIL C7.1/4 CBMH 122 RIM: 922.90 INL (S): 915.79 INV: 915.79 48" DIA PER DETAIL C7.1/4 R-4341-A BEEHIVE MH 121 RIM: 926.26 INL (S): 914.93 INV: 914.93 48" DIA W/ 3' SUMP & SKIMMER PER DETAIL C7.4/8 WATERMAIN 2.1' SEPARATION BETWEEN STORM SEWER AND WATERMAIN FINISHED GRADE EXISTING GRADE 905 905 EG:FG:-0+25 EG: 920.71FG: 926.860+00 EG: 920.20FG: 926.80EG: 920.48FG: 926.330+50 EG: 920.40FG: 925.65EG: 920.83FG: 925.201+00 EG: 920.78FG: 924.50EG: 920.74FG: 923.921+50 EG: 920.80FG: 923.30EG: 921.04FG: 923.322+00 EG: 921.27FG: 924.56EG: 921.55FG: 924.732+50 EG: 924.42FG: 924.03EG: 924.48FG: 924.083+00 EG:FG:EG:FG:3+50 EG:FG:3+75 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C502SCD001B.DWG MILLS DRIVE STREET & STORM C5.2B NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 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 C7.2/1. 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 MILLS DRIVE SEE SHEET C5.2ASEE SHEET C5.2ACB 124 - STMH 121 VERTICAL SCALE = 1":3' Refer to sheet C2.2 for typical street cross sections Refer to sheets 8.1 for Mill Drive Cross Sections. 19. 20. PAVING NOTES 915 920 925 930 935 915 920 925 930 935 EG:FG:-0+25 EG: 933.76FG: 932.370+00 EG: 933.46FG: 933.51EG: 933.63FG: 931.880+50 EG: 932.83FG: 931.41EG: 932.13FG: 930.491+00 EG: 930.47FG: 929.56EG: 929.16FG: 928.641+50 EG: 928.17FG: 929.18EG: 927.29FG: 929.512+00 EG: 924.32FG: 928.06EG:FG:2+50 EG:FG:2+75 CBMH 405 RIM: 932.37 INL (E): 926.68 INV: 928.37 NYLOPLAST DRAIN PER DETAIL C7.1/11 56' - 8" H D P E @ 2 . 5 % CBMH 404 RIM: 931.39 INL (N): 926.96 INL (E): 926.96 INV: 926.96 NYLOPLAST DRAIN PER DETAIL C7.1/11 55' - 8" H D P E @ 2 . 5 % CBMH 403 RIM: 930.10 INL (N): 925.57 INL (E): 925.57 INV: 925.57 NYLOPLAST DRAIN PER DETAIL C7.1/11 55' - 8" HDPE @ 1.0 % CBMH 402 RIM: 928.06 INL (N): 925.02 INL (E): 924.48 INV: 924.48 48" DIA W/ 3' SUMP & SKIMMER PER DETAIL C7.4/8 75' - 8" HDPE @ 1.0 % FES 401 INV= 923.73 PER DETAIL C7.3/7 RIP-RAP PER DETAIL C7.1/5 FINISHED GRADE EXISTING GRADEMILLS DRIVE2+003+004+00 5+00 6+006+95. 1 6 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=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 BASIN 31P HWL = 925.53 BOT = 924.0089101132154321BLOCK 1BLOCK 2HWL = 921.95SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >2+003+004+00 5+00 6+006+95. 1 6 STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS >>STS >>STS>>1+00 2+00 3+00 3+04.64 0+00 1+00 2+00 2+40.84 0+001+001+32.23CB 132 CB 131 CB 123 CB 124 CBMH 122 MH 121 CBMH 405 CBMH 404 CBMH 403 CBMH 402 FES 401 STS>> FES 411 CBMH 412 CBMH 413 0+00 1+0 0 1+3 0 . 7 0 0+001+001+51.523+80.96 0+0 0 0+3 5 . 0 3 SAN>MILLS DRIVECLEAN OUT INV: 927.08 PER DETAIL C7.4/5 CLEAN OUT INV: 927.62 PER DETAIL C7.4/5 CLEAN OUT INV: 926.24 PER DETAIL C7.4/5 CLEAN OUT INV: 925.14 PER DETAIL C7.4/5 CLEAN OUT INV: 924.81 PER DETAIL C7.4/5 B-4WETLAND 320' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK (TYP)915 920 925 930 915 920 925 930 EG:FG:-0+25 EG: 927.77FG: 923.730+00 EG: 926.88FG: 928.78EG: 927.12FG: 930.100+50 EG: 926.41FG: 927.07EG: 926.39FG: 928.101+00 EG: 925.84FG: 925.75EG:FG:1+50 EG:FG:1+75 CBMH 412 RIM: 928.04 INL (E): 924.07 INV: 924.07 NYLOPLAST DRAIN PER DETAIL C7.1/11 CBMH 413 RIM: 926.68 INL (N): 924.25 INV: 924.25 NYLOPLAST DRAIN PER DETAIL C7.1/11 55' - 8" HDPE @ 0.3% 22' - 8" HDPE @ 0.3% FINISHED GRADE EXISTING GRADE FES 411 INV= 924.00 PER DETAIL C7.3/7 RIP-RAP PER DETAIL C7.1/5 910 915 920 925 930 935 910 915 920 925 930 935 EG:FG:-0+25 EG: 928.27FG: 928.270+00 EG: 927.88FG: 927.88EG:FG:0+50 EG:FG:0+75 CB 132 RIM: 928.81 INV: 925.33 48" DIA PER DETAIL C7.1/4 CB 131 RIM: 928.78 INL (SW): 924.35 INV: 924.35 48" DIA PER DETAIL C7.1/4 28' - 15 " R C P C L. V @ 3. 5 % FINISHED GRADE EXISTING GRADE WATERMAIN SANITARY SEWER PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C502SCD001C.DWG BLOCK 1 & 2 REAR YARDS STORM C5.2C NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 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 C7.2/1. 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 CBMH 413 - CBMH 412 CBMH 405 - FES 401 VERTICAL SCALE = 1":3' CB 131- CB 132 SAN >SAN >SAN >SAN >SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN > SAN > SAN > STS >>STS >>STS >>STS >>STS >>>>STS >> STS >> STS >>STS>>STS >>STS >>STS >>STS >>STS >>0+001+00 2+00 3+00 4+00AVIENDA LANE S.0+001+00 2+00 3+00 4+00 DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=916.5 908.5 FBWO 908.0 GF=917.5 909.5 FBWO 909.0 GF=918.4 910.4 FBWO 909.9 GF=919.8 911.8 FBWO 911.3 GF=921.5 913.5 FBWO 913.0 GF=922.5 914.5 FBWO 914.0 GF=923. 5 915.5 FBLO 918.5 1 2 3 4 5 6 7 BLOCK 6 C7.2 3 STREET INTERSECTION CONCRETE VALLEY GUTTER R20'R20'R112.96'R84.96'R327'R299'28'B-BB-26 CLEAN OUT CLEAN OUT BLUFF CREEK BLVD 900 905 910 915 920 925 930 1.20% -3.27 % -1.44%GRADE BREAK STA = 0+22.79ELEV = 921.335PVI STA: 0+85.00 PVI ELEV: 922.08 K: 22.36 LVC: 100.00 AD: -4.47%BVCS: 0+35BVCE: 921.48EVCS: 1+35EVCE: 920.45PVI STA: 2+25.00 PVI ELEV: 917.50 K: 54.63 LVC: 100.00 AD: 1.83%BVCS: 1+75BVCE: 919.14EVCS: 2+75EVCE: 916.78FINISHED GRADE EXISTING GRADE 890 EG:FG:-0+25 EG: 921.79FG:0+00 EG: 921.68FG: 921.36EG: 921.72FG: 921.610+50 EG: 921.29FG: 921.60EG: 921.01FG: 921.321+00 EG: 920.74FG: 920.75EG: 920.48FG: 919.951+50 EG: 920.18FG: 919.14EG: 919.87FG: 918.382+00 EG: 919.57FG: 917.73EG: 919.26FG: 917.202+50 EG: 918.96FG: 916.78EG: 918.65FG: 916.423+00 EG: 918.35FG: 916.06EG: 918.04FG: 915.703+50 EG: 917.74FG: 915.34EG: 917.45FG: 914.984+00 EG: 917.17FG: 914.62PRIVATE DRIVE S HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C503SCD001A.DWG AVIENDA LANE SOUTH STREET & STORM C5.3A NORTH 0 30 60 VERTICAL SCALE = 1"=3' GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 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 C7.2/1. 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 AVIENDA LANE S SEE SHEET C5.3BSEE SHEET C5.3BRefer to sheet C2.2 for typical street cross sections19. PAVING NOTES BLUFF CREEK BLVD .SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>>SAN>SAN>SAN>SAN>SAN>SAN>> SAN > SAN > SAN > SAN > SAN > SAN >SAN >SAN >SAN >SAN >SAN >SAN>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS CB 204 CB 203 4+00 5+00 6+00 7+007+80.790+ 0 0 1+00 1+05.23 >>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>DROP 1 FT.DROP 1 FT.GF=91 5 . 4 907.4 FBWO 906.9 GF=916.5 908.5 FBWO 908.0 7 8R327'R299'R475.73'R503.73'R20' R20'28'B-BCLEAN OUT CLEAN OUT 2.40% -1.44%GRADE BREAK STA = 7+12.10ELEV = 916.704PVI STA: 5+50.00 PVI ELEV: 912.81 K: 52.06 LVC: 200.00 AD: 3.84%BVCS: 4+50BVCE: 914.26EVCS: 6+50EVCE: 915.21LP STA: 5+25.06 LP ELEV: 913.71 FINISHED GRADE EXISTING GRADE EG: 918.04FG: 915.703+50 EG: 917.74FG: 915.34EG: 917.45FG: 914.984+00 EG: 917.17FG: 914.62EG: 916.86FG: 914.264+50 EG: 916.56FG: 913.96EG: 916.24FG: 913.775+00 EG: 915.93FG: 913.71EG: 915.61FG: 913.775+50 EG: 915.30FG: 913.95EG: 914.99FG: 914.256+00 EG: 914.68FG: 914.67EG: 914.61FG: 915.216+50 EG: 914.43FG: 915.81EG: 912.71FG: 916.417+00 EG: 917.17FG:EG: 917.05FG:7+50 EG: 917.35FG:PRIVATE DRIVE S HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C503SCD001B.DWG AVIENDA LANE SOUTH STREET & STORM C5.3B NORTH 0 30 60 GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 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 C7.2/1. 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 AVIENDA LANE SSEE SHEET C5.3ASEE SHEET C5.3AREFER TO SHEET C5.3C FOR STORM SEWER DESIGN REFER TO SHEE T C 5 . 3 C F O R S T O R M S E W E R D E I G N AVIENDA L A N E S VERTICAL SCALE = 1"=3' Refer to sheet C2.2 for typical street cross sections19. PAVING NOTES BLUFF CREEK BLVD . L=340.37 R=2355.00 Δ =8°16 '5 2"SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN > SAN > SAN >SAN >SAN >SAN >SAN >SAN >SAN>STS >>STS >>STS >>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>0+001+00 2+00 3+00 3+6 3 . 0 1 CB 204 CB 203 FES 201 STS >> 0 + 0 0 1+00 1+05.23 MH 202STS>>STS >>STS >>STS >>STS >>STS >>STS >> AVIENDA LANE S. CB 200 SERIS HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 895 900 905 910 915 920 895 900 905 910 915 920 EG:FG:-0+25 EG: 915.61FG: 913.790+00 EG: 915.72FG: 913.49EG: 915.43FG: 913.530+50 EG: 915.15FG: 913.71EG: 914.83FG: 913.991+00 EG: 914.52FG: 914.52EG: 914.79FG: 914.911+50 EG: 914.76FG: 915.58EG: 914.69FG: 916.382+00 EG: 914.61FG:EG: 914.54FG:2+50 EG: 914.46FG:EG: 914.38FG:3+00 EG: 914.19FG:EG: 909.59FG:3+50 EG:FG:EG:FG:4+00 EG:FG:4+25 CB 204 RIM: 913.29 INV: 909.83 2'x3' BOX PER DETAIL C7.1/4 CB 203 RIM: 913.29 INL (N): 909.20 INV: 909.00 48" DIA PER DETAIL C7.1/4 25' - 15" R C P CL. V @ 2 . 5 % FES 201 INV= 908.00 PER DETAIL C7.3/7 RIP-RAP PER DETAIL C7.1/5 293' - 18" RCP CL. V @ 0.3% SANITARY FINISHED GRADE EXISTING GRADE MH 202 RIM: 914.01 INL (W): 908.12 INV: 908.12 48" DIA W/ 3' SUMP PER DETAIL C7.4/8 41' - 18" RCP CL. V @ 0.3% 3.9' SEPARATION BETWEEN STORM SEWER AND WATERMAIN PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C503SCD001C.DWG AVIENDA LANE SOUTH STORM SEWER C5.3C NORTH 0 30 60 VERTICAL SCALE = 1"=3' GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 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 C7.2/1. 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 CB 204 - FES 201 910 915 920 925 930 935 940 328' - 8" PVC C900 @ 0.51% MH-1 RIM: 934.87 INL (S): 914.01 INV: 913.91 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 8" PVC C900 WATERMAIN 8" PV C C 9 0 0 W A T E R M AI N SAN MH 41-040 RIM: 926.07 INL (E): 900.77 INL (S): 912.10 INV: 900.67 FINISHED GRADE FINISHED GRADE EXISTING GRADE CONNECT INTO EXISTING WATERMAIN STUB AT INV=916.94 EXISTING 1 2 " P V C C 9 0 0 W A T E R M A I N 30' - 8" PVC C900 @ 0.50% CONNECT TO EXISTING SANITARY STUB AT INV=912.25 SEE SHEET C6.2A FOR PIPE CONTINUATION 12" X 8" REDUCER SEE SHEET C6.2A FOR PIPE CONTINUATION 6" LEAD 6" LEAD 64' - 8" PVC SDR 26 @ 0.50% MH-1A RIM: 935.03 INL (SE): 914.43 INV: 914.33 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8SAN>SAN>SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>3+006+95. 1 62+003+00 4+00 5+00 6+00 STS>>STSMH-1 SAN STUB A HYDRANT & VALVE W/ 6" PVC C900 LEADPER DETAIL C7.3/2 HYDRANT & VALVE W/ 6" PVC C900 LEADPER DETAIL C7.3/2 8" G.V. (2) 12" - 45° BENDS 8" X 12" REDUCER 8" X 6" TEESAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>MH-1A 8" X 6" TEE 8" - 45° BEND8" X 8" TEE8" - 45° BENDMILLS DRIVEMILLS LANE NW 3+002+003+00 4+00 5+00 6+00 6+95. 1 6 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.GF=927.1919.8FBWO919.3GF=926.6919.3FBWO918.8GF=924.5917.2FBWO916.7GF=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=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 123456781234567BLOCK 3BLOCK 5895 EG: 923.91FG: 923.912+00 EG: 924.47FG: 924.47EG: 925.02FG: 925.022+50 EG: 925.57FG: 925.57EG: 926.13FG: 926.133+00 EG: 926.68FG: 926.68EG: 927.23FG: 927.233+50 EG: 927.79FG: 927.79EG: 928.34FG: 928.344+00 EG: 928.89FG: 928.89EG: 929.44FG: 929.444+50 EG: 929.99FG: 929.99EG: 930.54FG: 930.545+00 EG: 931.10FG: 931.10EG: 931.65FG: 931.655+50 EG: 932.20FG: 932.20EG: 932.75FG: 932.756+00 EG: 933.30FG: 933.30EG: 933.88FG: 933.886+50 EG: 934.34FG: 934.34EG:FG:7+00 EG:FG:7+25 PRIVATE DRIVE NW HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C601SCD001.DWG MILLS LANE NW SANITARY & WATER C6.1 NORTH 0 30 60 VERTICAL SCALE = 1"=3' GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 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 C7.2/1. 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 MILLS LANE NW SEE SHEET C6.2ASEE SHEET C6.2A1 1 910 915 920 925 930 935 940 945 PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 160' - 8" PVC SDR 26 @ 0.50% MH 2 RIM: 933.90 INL (S): 914.80 INV: 914.70 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 54' - 8" PVC SDR 26 @ 0.50% 8" PVC C 9 0 0 W A T E R M A I N FINISHED GRADE EXISTING GRADE 8" PV C C 9 0 0 W A T E R M A I N SEE SHEET C6.1 FOR PIPE CONTINUATION 6" LEAD CONTRACTOR TO VERIFY 8" WATERMAIN LOCATION PRIOR TO CONNECTION MH-1A RIM: 935.03 INL (SE): 914.43 INV: 914.33 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 905 EG:FG:-0+25 EG: 936.58FG:0+00 EG: 936.52FG:EG: 936.68FG:0+50 EG: 937.01FG:EG: 937.29FG:1+00 EG: 937.56FG: 937.54EG: 937.88FG: 937.691+50 EG: 934.16FG: 937.72EG: 933.64FG: 937.512+00 EG: 933.11FG: 937.07EG: 932.58FG: INFINITY2+50 EG: 932.06FG: 935.65EG: 931.38FG: 935.003+00 EG: 930.69FG: 934.46EG: 930.02FG: 934.023+50 EG: 929.36FG: 933.64EG: 928.68FG: 933.254+00 EG: 928.01FG: 932.86EG: 927.33FG: 932.474+50SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>STS >>STS>>STS>>STS>>SAN>SAN>SAN>S A N>SAN>SAN>SAN>SAN>SAN>SAN>1+00 2+00 3+0 0 4+005+006+00 7+00 7+37.876+95.16STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>MH 2 MH 3 MH 4 MH 58+34.270+ 0 0 1+00 1+32.23 STS>>HYDRANT & VALVE W/ 6" PVCC900 LEADPER DETAIL C7.3/28" - 45° BEND HYDRANT & VALVE W/ 6" PVC C900 LEADPER DETAIL C7.3/2 8" - 45° BEND CONNECT TO EXISTING 8" WATERMAIN 0+001+001+30.700+00 1+00 1+51.52 INSTALL 8" GATE VALVE & BOX 0+000+35.03SAN>SAN>MH-1A8" X 6" TEE8" - 45° BEND 8" X 8" TEE 8" - 45° BEND 8" - 45° BEND MILLS DRIVE 1+00 2+00 3+0 0 4+005+006+00 7+00 7+37.876+95.16DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=926.5 926.8 (FFE) SOG 926.3 GF=928.8 929.1 (FFE) SOG 928.6 GF=930.8 931.1 (FFE) SOG 930.6 GF=936.2928.9FBWO928.4GF=936.2928.9FBWO928.4GF=935.3928.0FBWO927.5GF=934.5927.2FBWO926.7GF=931.8931.2(FFE)SOG931.6GF=933.6926.3FBWO925.8GF=932.5932.8(FFE)SOG932.3GF=933.7934.0(FFE)SOG933.5GF=934.5934.8(FFE)SOG934.3GF=936.3936.6(FFE)SOG936.1BASIN 31PHWL = 925.53BOT = 924.007 8 9 10 11 321 5 4 3 2 1 BLOCK 1 BLOCK 2 HWL = 921.95OEOEOEOEOEOEOEOEOEOEOEOEOESSMH RE=937.7 IE=925.9(W)>>IIEDGE OF PLOWED FIELD B-4 MILLS DRIVE HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C602SCD001A.DWG MILLS DRIVE SANITARY & WATER C6.2A NORTH 0 30 60 VERTICAL SCALE = 1"=3' GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 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 C7.2/1. 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 MILLS DRIVE SEE SHEET C6.2BSEE SHEET C6.2B SEE SHEET C6.1A 1 1 MH 5 RIM: 924.47 INV: 916.50 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 95' - 8" PVC SDR 35 @ 0.50% MH 4 RIM: 928.54 INL (E): 916.02 INV: 915.92 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 44' - 8" PVC SDR 35 @ 0.50% MH 3 RIM: 930.78 INL (SE): 915.70 INV: 915.60 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 160' - 8" PVC SDR 26 @ 0.50% INL (S): 914.80 PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 8" P V C C 9 0 0 W A T E R M A I N FINISHED GRADE EXISTING GRADE8" PV C C 9 0 0 W A T E R M A I N CONNECT INTO EXISTING WATERMAIN STUB AT INV=913.55 6" LEAD EG: 928.68FG: 933.254+00 EG: 928.01FG: 932.86EG: 927.33FG: 932.474+50 EG: 926.65FG: 932.02EG: 925.98FG: 931.375+00 EG: 925.29FG: 930.50EG: 924.60FG: 929.415+50 EG: 923.93FG: 928.16EG: 923.26FG: 926.936+00 EG: 922.58FG: 925.86EG: 921.89FG: 924.996+50 EG: 921.87FG: 924.32EG: 924.04FG: 923.837+00 EG: 923.52FG:4+005+006+00 7+00 7+37.87DROP 1 FT.DROP 1 FT.GF=926.5 926.8 (FFE) SOG 926.3 GF=928.8 929.1 (FFE) SOG 928.6 GF=930.8 931.1 (FFE) SOG 930.6 GF=934.5927.2FBWO926.7GF=931.8931.2(FFE)SOG931.6GF=933.6926.3FBWO925.8GF=932.5932.8(FFE)SOG932.3GF=933.7934.0(FFE)SOG933.5GF=934.5934.8(FFE)SOG934.310 11 321 5 4 3 2 BLOCK 1 BLOCK 2 L=438.72R=1815.00Δ=13°50'58"SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN>SAN>SAN>S A N>SAN>SAN>SAN>SAN>4+005+006+00 7+00 7+37.87 STS >>STS >>STS >>STS>>STS>>STS>>STSMH 3 MH 4 MH 5 8" - 45° BEND HYDRANT & VALVE W/ 6" PVC C900 LEADPER DETAIL C7.3/2 8" - 45° BEND CONNECT TO EXISTING 8" WATERMAIN0+000+35.03MILLS DRIVE B-4 B-30AVIENDA PKWY.MILLS DRIVE HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C602SCD001B.DWG MILLS DRIVE SANITARY & WATER C6.2B NORTH 0 30 60 VERTICAL SCALE = 1"=3' GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 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 C7.2/1. 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 MILLS DRIVE SEE SHEET C5.2ASEE SHEET C5.2A SAN >SAN >SAN >SAN >SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN > SAN > SAN > MH-13 MH-12 STS >>STS >>STS >>STS >>STS >>>>STS >> STS >> STS >>STS>>STS >>STS >>STS >>STS >>STS >> 8" - 45° BEND HYDRANT & VALVE W/ 6" PVC C900 LEADPER DETAIL C7.3/2 8" - 22.5° BEND 8" X 6" TEE HYDRANT & VALVE W/ 6" PVC C900 LEADPER DETAIL C7.3/2 8" X 6" TEE 8" - 11.25° BEND AVIENDA LANE S.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=916.5 908.5 FBWO 908.0 GF=917.5 909.5 FBWO 909.0 GF=918.4 910.4 FBWO 909.9 GF=919.8 911.8 FBWO 911.3 GF=921.5 913.5 FBWO 913.0 GF=922.5 914.5 FBWO 914.0 GF=923. 5 915.5 FBLO 918.5 1 2 3 4 5 6 7 BLOCK 6 B-26 BLUFF CREEK BLVD 900 905 910 915 920 925 930 MH-13 RIM: 921.44 INV: 906.51 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 256' - 8" PVC SDR 26 @ 0.50% MH-12 RIM: 915.47 INL (W): 905.13 INV: 902.20 60" DIA INSIDE DROP PER DETAIL C7.2/12 CASTING R-1642 PER DETAIL C7.3/8 178' - 8" PVC SDR 26 @ 0.50% 8" PVC C900 W A T E R M A I N CONNECT INTO EXISTING WATERMAIN PLUG AT INV=912.75 FINISHED GRADE EXISTING GRADE 8" PVC C900 W A T E R M A I N SOILS TO BE COMPACTED TO 100% STD PROCTOR WITH SITE SUITABLE FILL AT 1:1 FROM BOTTOM OF EXCAVATION 6" LEAD 6" LEAD 20' - 8" PVC C900 @ 0.50% 890 EG:FG:-0+25 EG: 921.79FG:0+00 EG: 921.68FG: 921.36EG: 921.72FG: 921.610+50 EG: 921.29FG: 921.60EG: 921.01FG: 921.321+00 EG: 920.74FG: 920.75EG: 920.48FG: 919.951+50 EG: 920.18FG: 919.14EG: 919.87FG: 918.382+00 EG: 919.57FG: 917.73EG: 919.26FG: 917.202+50 EG: 918.96FG: 916.78EG: 918.65FG: 916.423+00 EG: 918.35FG: 916.06EG: 918.04FG: 915.703+50 EG: 917.74FG: 915.34EG: 917.45FG: 914.984+00 EG: 917.17FG: 914.62PRIVATE DRIVE S HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C603SCD001A.DWG AVIENDA LANE SOUTH SANITARY & WATER C6.3A NORTH 0 30 60 VERTICAL SCALE = 1"=3' GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 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 C7.2/1. 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 PRIVATE DRIVE S SEE SHEET C5.3BSEE SHEET C5.3B BLUFF CREEK BLVD .SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>> SAN > SAN > SAN > SAN > SAN > SAN >SAN >SAN >SAN >SAN >SAN >SAN>MH-11 MH-10 SAN STUB B STSSTS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >> 4+00 5+00 6+00 7+007+80.79HYDRANT & VALVE W/ 6" PVC C900 LEADPER DETAIL C7.3/2 8" X 6" TEE 8" - 11.25° BEND HYDRANT & VALVE W/ 6" PVC C900 LEADPER DETAIL C7.3/2 8" X 6" TEE 8" - 45° BEND 10" - 45° BEND 8" X 10" REDUCER STS >> 10" X 10" TEE 10" - 45° BEND 10" PLUG 0 + 0 0 1+00 1+05.23 >>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >> 4+00 5+00 6+00 7+007+80.79DROP 1 FT.DROP 1 FT.GF=91 5 . 4 907.4 FBWO 906.9 GF=916.5 908.5 FBWO 908.0 7 8 AVIENDA LANE S. 900 905 910 915 920 925 930 178' - 8" PVC SDR 26 @ 0.50% MH-11 RIM: 913.61 INL (W): 901.31 INV: 901.21 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 186' - 8" PVC SDR 26 @ 0.50 % MH-10 RIM: 914.46 INL (W): 900.28 INV: 900.18 48" DIA PER DETAIL C7.3/5 CASTING R-1642 PER DETAIL C7.3/8 36' - 8" PVC SDR 26 @ 0.50% STORM SEWER FINISHED GRADE EXISTING GRADE 8" PVC C900 W A T E R M A I N CONNECT INTO EXISTING WATERMAIN STUB AT INV=904.00 6" LEAD 6" LEAD 10" X 8" REDUCER 10" x 10" TEE 20' - 8" PVC C900 @ 0.50% 890 EG: 918.04FG: 915.703+50 EG: 917.74FG: 915.34EG: 917.45FG: 914.984+00 EG: 917.17FG: 914.62EG: 916.86FG: 914.264+50 EG: 916.56FG: 913.96EG: 916.24FG: 913.775+00 EG: 915.93FG: 913.71EG: 915.61FG: 913.775+50 EG: 915.30FG: 913.95EG: 914.99FG: 914.256+00 EG: 914.68FG: 914.67EG: 914.61FG: 915.216+50 EG: 914.43FG: 915.81EG: 912.71FG: 916.417+00 EG: 917.17FG:EG: 917.05FG:7+50 EG: 917.35FG:EG:FG:8+00 EG:FG:8+25 PRIVATE DRIVE S HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' SE WATERMAIN LEAD HORZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 895 900 905 910 915 920 895 900 905 910 915 920 EG:FG:-0+25 EG: 913.31FG: 916.740+00 EG: 913.89FG: 915.42EG: 914.30FG: 916.080+50 EG: 913.72FG: 916.83EG: 913.13FG:1+00 EG:FG:EG:FG:1+50 EG:FG:1+75 10" PVC C900 WATERMAIN 10" X 10" TEE 10" PLUG INV = 903.74 FINISHED GRADE EXISTING GRADE 2.9' SEPARATION BETWEEN EXISTING SANITARY SEWER AND WATERMAIN PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C603SCD001B.DWG AVIENDA LANE SOUTH SANITARY & WATER C6.3B NORTH 0 30 60 VERTICAL SCALE = 1"=3' GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1. Pipe materials - Refer to utility profiles and 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 C7.2/1. 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 AVIENDA LANE SSEE SHEET C5.3ASEE SHEET C5.3A PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 NO SCALE TYPICAL 4' DIAMETER CATCH BASIN MANHOLE4 NO SCALE RIP RAP DETAIL5 NO SCALE CATCH BASIN SEDIMENT TRAP1 ROCK CONSTRUCTION ENTRANCE2 SILT FENCE3 NO SCALE NO SCALENO SCALE CONCRETE WASHOUT AREA6 FLOATING HEAD SKIMMER NO SCALE 7 NO SCALE FLARED END SECTION DETAIL8 SLOPE VARIES MIN7"2"-3"MAX10"-11"MIN2"MAXMAINTAIN BY REMOVING SEDIMENT AND REPLACING DAMAGED LOGS UNTIL TURF IS ESTABLISHED. REMOVE AFTER PERMANENT STABILIZATION IS COMPLETE. NO SCALE TEMPORARY COMPOST/BIO LOG1045dCOMPOST/BIO LOG 8" MIN. DIAMETER 1"X1" WOOD STAKES MAX. 4 FT. SPACING NO SCALE HYDRANT TRACER WIRE DETAIL9 C701SCD001.DWG CIVIL CONSTRUCTION DETAILS C7.1NO SCALE NYLOPLAST DRAIN11 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C701SCD001.DWG CIVIL CONSTRUCTION DETAILS C7.2 NO SCALE CONCRETE SIDEWALK4 NO SCALE STREET INTERSECTION CONCRETE VALLEY GUTTER3 NO SCALE CURB CONSTRUCTION AT CATCH BASIN1 NO SCALE TYPICAL CURB AND GUTTER2 NO SCALE WEEPER DITCH CHECK5 STREET AND TRAFFIC SIGN INSTALLATION6 NO SCALE INSTALL TREE PROTECTION DEVICES PRIOR TO START OF LAND DISTURBANCE. MAINTAIN UNTIL FINAL LANDSCAPE IS INSTALLED. ORANGE, POLYETHYLENE SAFETY NETTING. THREE TIES PER POST. 5'2.5' 6.5' STEEL T-POST, 1.25 lb/LF, POSITION AT DRIPLINE. 2 1 4' OC 12 NO SCALE TREE PROTECTION8INSTALL AT DRIPLINE OF TREE1' WARP NEW TO MATCH EXISTING WITHIN 3 FEET. 2' NO SCALE ASPHALT PAVEMENT TRANSITION7 MILL EXISTING PAVEMENT TO MATCH NEW WEAR COURSE THICKNESS. APPLY TACKCOAT. NEW PAVEMENT SECTIONEXISTING PAVEMENT SECTION SAWCUT LOCATION 1/8" R NON-EXTRUDING FILLER AGGREGATE BASE BITUMINOUS TYP. SECTION BITUMINOUS SURFACE 24" 3/8" CONCRETE TYP. SECTION SEALING MATERIAL NO SCALE THICKENED BITUMINOUS EDGE AND CONCRETE SURFACE9 NO SCALE RESERVED.11 NO SCALE PEDESTRIAN CURB RAMP DETAILS10 SANITARY SEWER INSIDE DROP MANHOLE12 NO SCALE PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C701SCD001.DWG CIVIL CONSTRUCTION DETAILS C7.3 NO SCALE SANITARY SERVICE RISER4 NO SCALE TYPICAL GATE VALVE AND BOX INSTALLATION3 NO SCALE CONCRTE THRUST BLOCKING1 NO SCALE TYPICAL HYDRANT INSTALLATION2 NO SCALE STANDARD SANITARY MANHOLE5 NO SCALE MANHOLE CASTING AND LIDS DETAIL8 NO SCALE INSULATED PIPE CROSSING12 NO SCALE PIPE BEDDING FOR P.V.C. PIPE6 NO SCALE PIPE BEDDING IN POOR SOILS10 NO SCALE PIPE BEDDING IN GOOD SOILS RCP & DIP11 NO SCALE FLARED END SECTION7 NO SCALE STORM SEWER CATCH BASIN 2'X3' RECTANGULAR9 PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Steven E. Sabraski License No.Date: 09/30/2022 1 C701SCD001.DWG CIVIL CONSTRUCTION DETAILS C7.4 NO SCALE STANDARD STORM MANHOLE4 NO SCALE SANITARY MANHOLE TRACER WIRE DETAIL3 NO SCALE SANITARY SEWER SYSTEM TRACER WIRE DETAIL1 SANITARY SEWER SERVICE LINE TRACER WIRE DETAIL2 NO SCALE2.3' SandFiltration BedPerforated Collection Pipe w/ Circular Knit Fabric Pipe Sock (typ.) Filtration Overflow Outlet (FES & Pipe) Geotextile (typ.) Water Level - Verification for Infiltration Filtration thru Sand 3:1 Max.NO SCALE ABOVE-GROUND FILTRATION BASIN AND OUTLET MANHOLES66" Topsoil2.3' SandFiltration BedPerforated Distribution Header Pipe or Chamber (typ.) Perforated Collection Pipe w/ circular knit pipe sock (typ.) Geotextile (typ.) Geotextile Wrapping System Filtration thru Sand Surface Finished Grade (Parking Lot)VariableNativeFillFiltration Overflow Outlet (Piped) Catch Basin Inlet 3' MinNO SCALE UNDERGROUND FILTRATION SYSTEM7 Outlet Manhole Perforated Distribution Pipe (typ.) NO SCALE DRAINTILE CLEAN OUTS5 Filtration Underdrain Filtration Underdrain VARIABLE1'-4"3' SUMPNOTES: 1.ALL JOINTS IN MANHOLE TO HAVE "O" RING RUBBER GASKETS. 2.MANHOLE STEPS NEENAH R198IJ OR EQUAL, 16" O.C. ALUMINUM STEPS APPROVED. 3.DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND INSIDE. NO SCALE SUMP STORM SEWER MANHOLE WITH SKIMMER8 FULL BED OF MORTAR BETWEEN AND A 6" COLLAR ON THE OUTSIDE OF RINGS MINIMUM OF 2, MAXIMUM OF 4 CONCRETE ADJUSTING RINGS. WRAP ALL JOINTS BETWEEN THE RINGS, CASTING, AND MANHOLE WITH A WATER-TIGHT WRAP. PRECAST REINFORCED CONCRETE SLAB 6" FOR 48" DIA. 8" FOR 54" - 102" DIA. 12" FOR 108" - 120" DIA. PRECAST CONCRETE MANHOLE SECTIONS SKIMMER DEVICE 12" BELOW INVERT 12" ABOVE CROWN 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 MILLS DRIVE12345678910113215432112345671234512345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6BASIN 21P HWL = 895.81 BTM = 891.70 BASIN 47P HWL = 916.73 BTM = 908.00 BASIN 46PHWL = 921.95 SAN > SAN>SAN >SAN >SAN>SAN>SAN> SAN >SAN >SAN >SAN >SAN>SAN>SAN >SAN >SAN> SAN> SAN >SAN>SAN> SAN >SAN >SAN>SAN>SAN >SAN>SAN >SAN >SAN> SAN>SAN>SAN > SAN>SAN >SAN > SAN> SAN>SAN >SAN >SAN>SAN >SAN >SAN>SAN >SAN >SAN >SAN>SAN> SAN >SAN>SAN > SAN > SAN>SAN>SAN> SAN >SAN >SAN>SAN >SAN >SAN>SAN >SAN >SAN>SAN >SAN >SAN> SAN> SAN >SAN >SAN>SAN>SAN >SAN>SAN >SAN >SAN>SAN>SAN>SAN > SAN>SAN>SAN > SAN> SAN>SAN >SAN >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 >>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>> SAN>SAN>SAN > SAN > SAN >SAN>SAN >SAN > SAN >SAN >SAN> SAN > SAN > SAN >SAN>SAN >SAN >SAN > SAN>SAN>SAN >SAN > SAN >SAN >SAN> SAN > SAN > SAN >SAN>SAN > SAN >SAN > SAN>SAN> SAN >SAN > SAN >SAN>SAN > SAN > SAN > SAN>SAN>SAN > SAN > SAN > SAN>SAN> SAN >SAN > SAN >SAN>SAN > SAN >SAN > SAN>SAN> SAN > SAN > SAN >SAN>SAN > SAN >SAN >SAN > SAN>SAN > SAN >SAN > SAN>SAN>SAN > SAN > SAN >SAN>SAN > SAN >SAN >SAN>SAN> SAN > SAN >SAN >SAN>SAN >SAN > SAN > SAN > SAN>SAN > SAN > SAN >SAN>SAN> SAN > SAN >SAN >SAN> SAN > SAN > SAN > SAN >SAN>SAN > SAN > SAN >SAN>SAN >SAN > SAN >SAN>SAN> SAN > SAN > SAN >SAN>SAN>SAN >SAN > SAN >SAN>SAN >SAN > SAN >SAN >SAN> SAN > SAN > SAN >SAN>SAN >SAN >SAN > SAN>SAN> SAN >SAN > SAN > SAN >SAN> SAN > SAN > SAN >SAN>SAN > SAN >SAN > SAN>SAN> SAN >SAN > SAN >SAN>SAN > SAN > SAN > SAN>SAN>SAN > SAN > SAN > SAN >SAN> SAN >SAN > SAN >SAN>SAN > SAN >SAN > SAN>SAN>SAN > SAN > SAN >SAN>SAN > SAN >SAN >SAN>SAN>SAN > SAN >SAN > SAN>SAN>SAN > SAN > SAN >SAN>SAN > SAN > SAN >SAN>SAN> SAN > SAN >SAN >SAN> SAN >SAN > SAN > SAN >SAN>SAN > SAN > SAN > SAN>SAN> SAN > SAN >SAN >SAN> SAN > SAN > SAN >SAN>SAN>SAN > SAN > SAN >SAN>SAN >SAN > SAN >SAN >SAN> SAN > SAN > SAN >SAN>SAN>SAN >SAN > SAN >SAN>SAN >SAN > SAN >SAN >SAN> SAN > SAN > SAN >SAN>SAN > SAN >SAN > SAN>SAN> SAN >SAN > SAN > SAN >SAN> SAN > SAN > SAN >SAN>SAN > SAN > SAN > SAN>SAN> SAN >SAN > SAN >SAN>SAN > SAN >SAN > SAN>SAN>SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN>SAN>SAN>SAN > SAN >SAN >SAN>SAN > SAN >SAN > SAN > SAN >SAN>SAN>SAN>SAN >SAN > SAN >SAN> SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN> SAN > SAN > SAN > SAN > SAN > SAN>SAN>SAN>SAN > SAN > SAN >SAN> SAN >SAN > SAN >SAN >SAN > SAN>SAN>SAN>SAN > SAN >SAN >SAN>SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN >SAN> SAN > SAN > SAN > SAN > SAN > SAN>SAN > SAN>SAN > SAN > SAN > SAN >SAN> SAN >SAN> SAN >SAN >SAN>SAN >SAN>SAN>SAN > SAN >SAN >SAN>SAN >SAN>SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN >SAN> SAN > SAN > SAN > SAN > SAN > SAN>SAN>SAN>SAN > SAN > SAN >SAN>SAN > SAN >SAN > SAN >SAN >SAN>SAN>SAN>SAN >SAN > SAN >SAN> SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN> SAN > SAN > SAN > SAN > SAN > SAN>SAN>SAN>SAN > SAN > SAN >SAN> SAN >SAN > SAN >SAN > SAN >SAN>SAN>SAN>SAN > SAN >SAN >SAN>SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN > SAN >SAN> SAN >SAN> SAN > SAN > SAN>SAN > SAN>SAN > SAN > SAN > SAN >SAN>SAN > SAN > SAN > SAN>SAN> SAN > SAN >SAN >SAN> SAN > SAN > SAN >SAN>SAN>SAN > SAN > SAN >SAN>SAN >SAN > SAN >SAN >SAN> SAN > SAN > SAN >SAN>SAN >SAN >SAN > SAN>SAN>SAN >SAN > SAN >SAN>SAN > SAN > SAN > SAN >SAN>SAN > SAN >SAN >SAN>SAN> SAN >SAN > SAN>SAN>SAN > SAN > SAN >SAN>SAN> SAN > SAN > SAN >SAN>SAN > SAN >SAN > SAN >SAN> SAN > SAN >SAN >SAN>SAN > SAN > SAN > SAN>SAN>SAN > SAN >SAN >SAN> SAN > SAN > SAN >SAN>SAN>SAN >SAN > SAN >SAN> SAN >SAN > SAN >SAN >SAN> SAN > SAN > SAN >SAN>SAN >SAN >SAN > SAN>SAN> SAN >SAN > SAN >SAN>SAN > SAN > SAN > SAN>SAN>SAN > SAN >SAN >SAN>SAN > SAN >SAN > SAN > SAN>SAN > SAN > SAN >SAN>SAN> SAN > SAN > SAN>SAN>SAN > SAN >SAN >SAN>SAN> SAN > SAN >SAN >SAN>SAN > SAN > SAN > SAN>SAN>SAN > SAN >SAN >SAN>SAN > SAN > SAN >SAN>SAN>SAN >SAN > SAN >SAN> SAN >SAN > SAN >SAN >SAN> SAN > SAN > SAN >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>>STS >> STS >> STS >> STS >>STS>> STS >> STS >>STS >> STS>>STS >> STS >> STS >> STS >>STS>> STS >> STS >>STS >> STS>>STS >>STS >>STS>> STS >>STS>> STS >> STS >> STS >> STS>>STS >> STS >>STS>> STS >>STS>> STS >> STS >> STS >> STS>>STS >> STS >>STS>> STS >>STS>> STS >> STS >> STS >> STS>>STS >> STS >>STS>> STS >>STS>> STS >> STS >> STS >> STS>>STS >> STS >>STS>> STS >>STS>> STS >> STS>>STS >> STS>>STS >> STS >>STS>> STS >>STS>>STS >> STS>>STS >>STS>>STS >> STS >>STS>>STS >>STS>> STS >> STS>>STS >> STS>>STS >> STS >>STS>> STS >>STS>> STS >> STS>>STS >> STS>>STS >> STS >>STS>> STS >> STS >> STS >> STS>>STS >> STS>>STS >> STS >>STS>> STS >> STS >> STS >> STS>>STS >> STS>>STS >> STS >>STS>> STS >> STS >> STS >>STS>>STS >> STS>>STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS>>STS >> STS>>STS>> STS >> STS >> STS >>STS>>STS >> STS>>STS >> STS>>STS>> STS >> STS >> STS >>STS>>STS >> STS>>STS >> STS>>STS>> STS >> STS >> STS >>STS>>STS >> STS>>STS >> STS>>STS >> STS >>STS >> STS >>STS>>STS >> STS>>STS >> STS >> STS >> STS >> STS>>STS >> STS>>STS >> STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS >> STS >>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS >> STS >>STS>> STS >> STS >> STS >> STS>>STS >> STS>>STS >> STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS >> STS >>STS>>STS >> STS>>STS >> STS>>STS >> STS>>STS >> STS >>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS >> STS >>STS >> STS >> STS >> STS >> STS >>STS>> STS >>STS >> STS >>STS>>STS >> STS>>STS >> STS>>STS >> STS>>STS >> STS >>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS>>STS >>STS>>STS >> STS >> STS >> STS >> STS >> STS>>STS >> STS >>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS >> STS >>STS >>STS>> STS >>STS>> STS >> STS>>STS>>STS>>STS >>STS>>STS >> STS >> STS >> STS>> STS >> STS>>STS >> STS >>STS >> STS >> STS >> STS>>STS >> STS>>STS>>STS >> STS >>STS >> STS >> STS >> STS >> STS>> STS >> STS>>STS >> STS >>STS >> STS >> STS >> STS >> STS>> STS >>STS>>STS >>STS>>STS >> STS>>STS >> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >> STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS>>STS >>STS>>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS>> STS >> STS >>STS>>STS >> STS >>STS>>STS>>STS >> STS >> STS >>STS>>STS>> STS >> STS >>STS>> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >>STS>> STS >>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>> STS>>STS >>STS>> STS >>STS>> STS >> STS >> STS>>STS >> STS >> STS >>STS>> STS>>STS >> STS>>STS >> STS >> STS >>STS>> STS>>STS >> STS>>STS >> STS >> STS >>STS>> STS >>STS>>STS>>STS >> STS >>STS >>STS>> STS >>STS>> STS>>STS >> STS >> STS >>STS>> STS >>STS>> STS>>STS >> STS>>STS >>STS>> STS >>STS>> STS>>STS >> STS>>STS >>STS>> STS >>STS>> STS>>STS >> STS>>STS >>STS>> STS >>STS>> STS >> STS >> STS>>STS >> STS >> STS >>STS>> STS>>STS >> STS>>STS >> STS >> STS >>STS>> STS>>STS>> STS>>STS >>STS >> STS >>STS>>STS >>STS>> STS>>STS >> STS >> STS >>STS>> STS >>STS>> STS>>STS >> STS>>STS >>STS>> STS >>STS>> STS>>STS >> STS>>STS >>STS>> STS >>STS>> STS >> STS >> STS>>STS >>STS>> STS >>STS>> STS>>STS >> STS>>STS >>STS>> STS >>STS>> STS >> STS >> STS>>STS >>STS >> STS >>STS>>STS>>STS >> STS>>STS >> STS >> STS >>STS>> STS >>STS>> STS>>STS >> STS >> STS >>STS>> STS >>STS>> STS>>STS >> STS >> STS >>STS>> STS >>STS>> STS>>STS >> STS >>STS >>STS>>STS >>STS>>STS >>STS>>STS>>STS>>STS >>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS >>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 > STS >>STS>> STS >> STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS>>STS>>STS >> STS >>STS >> STS>>STS>>STS >> STS >> STS >> STS>>STS>> STS >> STS >>STS >> STS>>STS>>STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >>STS>>STS >> STS >>STS >> STS >>STS>> STS >> STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS>>STS>>STS >> STS >> STS >> STS>>STS>>STS >> STS >> STS >> STS>>STS>> STS >> STS >> STS >> STS>>STS>> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS >>STS>> STS >> STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS>>STS >> STS >> STS >> STS>>STS>>STS >> STS >> STS >> STS>>STS>> STS >> STS >> STS >> STS>>STS>> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >>STS>>STS>> STS >> STS >>STS >>STS>>STS >> STS >> STS >> STS >>STS>> STS >> STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS>>STS>>STS >> STS >> STS >> STS>>STS>>STS >> STS >> STS >> STS>>STS>> STS >> STS >>STS >> STS>>STS>> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS >>STS>> STS >> STS >> STS >> STS >>STS>>STS >> STS >>STS >> STS>>STS>>STS >> STS >> STS >> STS>>STS>>STS >> STS >> STS >> STS >>STS >>STS>>STS >>STS >> STS>>STS>>STS>> STS>>STS >>STS >> STS >>STS >>STS >>STS >>STS >>STS >>STS>>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>0+00STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>> STS >>STS>> STS >> STS >> STS >> STS >> STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >> STS>>STS>> STS >>STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>> STS >>STS >> STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >>STS >> STS >> STS >>STS >> STS >> STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >>STS>>STS>> STS >> STS >>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>> STS >> STS >> STS>>STS>> STS >>STS >>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS >>STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>> STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS >>STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >>STS >> STS >> STS >> STS >> STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>> STS >> STS >> STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS>>STS >>STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS>>STS >> STS >>STS >>STS>>STS >>STS >> STS>>STS>>STS >> STS >>STS>>STS >> STS >> STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS >> STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS >> STS >> STS >>STS >> STS >>STS >> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS>> STS >> STS >> STS >> STS >>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS >> STS >> STS >> STS>> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS >> STS >> STS >> STS >> STS >> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>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 > STS >>STS>>STS >> STS>>STS >>STS>>STS>> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>> STS >>STS>>STS>>STS >> STS >> STS >>STS>>STS>> STS >> STS >>STS>>STS >> STS >>STS>>STS>>STS >> STS >> STS >> 0+0 0 0+3 5 . 0 3 STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS>>STS >>STS>>STS >>STS >>STS>>STS >>STS >> STS >> STS >> STS >> STS >>STS>>STS>>STS >>STS>>STS >>STS >>STS>>STS >>STS>>STS >>STS>>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS >>STS >>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS>> STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS>>STS>> STS >> STS >> STS >> STS>>STS >> STS >> STS >>STS>> STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS>>STS>> STS >> STS >> STS>>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >> STS>>STS>> STS >> STS >> STS>>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS>> STS >> STS >> STS>>STS>>STS >> STS >> STS >>STS>>STS >> STS >> STS >>STS>>STS >> STS >>STS >> STS>>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>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> L2.3 1 ENLARGED LANDSCAPE PLAN - SOUTH L2.3 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 PRIVATE DRIVE S.48 (TYP) 8 (TYP) 8(TYP) 8(TYP) 8(TYP) 8 (TYP) MILLS LANE OUTLOT CBLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARYBLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARYORNAMENTAL 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 PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 09/30/2022 1 L201SCD001.DWG LANDSCAPE PLAN - OVERALL L2.1 NORTH 0 60 120 Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Seed mixture (BWSR Dry to Mesic South/West) as defined in current BWSR online resources. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor to ensure final grades are met. Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control. Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. Quantities shown on this sheet are total quantities for design. See Details for depth of planting soil. Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas. Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas. 2. 3. 5. 6. 7. 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. Sodded turf. See Note #8 Seed mix: BWSR Dry to Mesic Buffer South and West Seed at rate of 46.18 lb/acre 4. 8. 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 5 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 TILG 5 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 3 Picea glauca White Spruce 50`H x 20`W 6`B & B PIDE6 16 Picea glauca 'Densata'Black Hills White Spruce 45`H x 20`W 6` Ht.B & B PIDE8 10 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 25 Cornus sericea Red Twig Dogwood 10`H x 10`W 5 GAL.POT PHYS 22 Physocarpus opulifolius 'Diabolo'Dwarf Ninebark 6`H x 6`W #3 POT THTE 32 Thuja occidentalis `Techny`Techny Arborvitae 15`H x 8`W 6` HT.B&B VITR 23 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 29 Miscanthus purpurascens Silver Grass 5`H x 3`W 1 GAL.POT AVIEN D A P A R K W A Y 12345678123456712345BLOCK 3BLOCK 4BLOCK 5STS>>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>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>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) 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(2) VITR MILLS DRIVEMILLS LANE 8(TYP) 8(TYP) 8(TYP) 8(TYP) 8 (TYP) PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 09/30/2022 1 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 (BWSR Dry to Mesic South/West) as defined in current BWSR online resources. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor to ensure final design grades are met. Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control. Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. Quantities shown on plant schedule are for this sheet only. See sheet L2.1 for overall quantities for design. See Details for depth of planting soil. Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas. Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas. Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 2. 3. 4. 5. 6. 7. 9. 10. 11. 12. 13. 14. 15. 16. 17. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1. PLANT SCHEDULE - NORTH 'B' LEGEND Sodded Turf. See Note #8 8. 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 DRIVE89101132154321BLOCK 1BLOCK 2STS>>STS>>STS>>STSSAN>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>> 0+0 0 0+3 5 . 0 3 SAN>SAN30' 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 4(TYP) 8(TYP) 8(TYP) 8(TYP) 8(TYP) 8(TYP) PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 09/30/2022 1 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 (BWSR Dry to Mesic South/West) as defined in current BWSR online resources. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor to ensure final design grades are met. Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control. Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. Quantities shown on plant schedule are for this sheet only. See sheet L2.1 for overall quantities for design. See Details for depth of planting soil. Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas. Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas. Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 2. 3. 5. 6. 7. 9. 10. 11. 12. 13. 14. 15. 16. 17. GENERAL NOTES LANDSCAPE NOTES For construction Staking and Surveying services contact Landform at 612.252.9070.1.MATCHLINE - SEE SHEET L2.2PLANT SCHEDULE - NORTH 'B' LEGEND Sodded Turf. See Note #8 Seed mix: BWSR Dry to Mesic Buffer South and West Seed at rate of 46.18 lb/acre 4. 8. FFE=915.0FFE=915.0 263.03S01°56'14"WFEAT U R E PL A NT B E 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(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 AVIENDA LANE SANSAN>SAN>SAN>SAN >SAN>SAN>SAN>SAN>SAN >SAN > SAN > SAN >STS>>STS >> S T S > >STSSTS>>STS >> STS >> STS>>STS>>STS>>STS >> STS >>STS >>STS>>STS 8(TYP) 8(TYP) 8(TYP) OUTLOT C BLUFF CREEK OVE R L A Y D I S T R I C T S E C O N D A R Y B O U N D A R Y BLUFF CREEK OVE R L A Y D I S T R I C T P R I M A R Y B O U N D A R Y 30' SITE TRIANGLE 30' SITE TRIANGLE 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 PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 09/30/2022 1 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 (BWSR Dry to Mesic South/West) as defined in current BWSR online resources. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor to ensure final design grades are met. Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control. Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. Quantities shown on plant schedule are for this sheet only. See sheet L2.1 for overall quantities for design. See Details for depth of planting soil. 2. 3. 4. 5. 6. 7. 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 Sodded turf. See Note #8 8. MILLS DRIVESAN>SAN>SANSAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SANSAN>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS >>STS >>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STSSAN>SAN>SAN>0+00STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>0+0 0 0+3 5 . 0 3 STS>>STSSAN>BLUFF CREEK BLVD AVIENDA PARKWAY PRIVATE DRIVE S.MILLS LANE A A A PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 1 L401SCD001.DWG PHOTOMETRICS PLAN L4.1 NORTH 0 60 120 PHOTOMETRICS NOTES All fixtures shall be type 'A' as shown in graphic on this sheet. Mount on 18' pole. Color: light gray 1. 2. A PROGRESS SET CITY SUBMITTAL PROGRESS SET WATERSHED SUBMITTAL WATERSHED SUBMITTAL WATERSHED SUBMITTAL UTILITY SUBMITTAL - REVISION 1 FINAL PLAT SUBMITTAL SES SES SES SES SES SES SES SES 31 AUG 2021 08 SEP 2021 21 SEP 2021 22 FEB 2022 22 MAR 2022 25 MAR 2022 21 JUN 2022 30 SEP 2022 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 FINAL PLAT SUBMITTAL SEPTEMBER 30, 2022 SCD14001.CUD 2022LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: 09/30/2022 1 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