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25-04-21 0050930.00 Pioneer Ridge Prelim57.2857.2857.2867.6955.2555.2555.2555.2555.2555.2555.2555.2555.25 5 5 . 2 5 N:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-CV01.DWG PIONEER RIDGE © 2025 Westwood Professional Services, Inc.SHEET INDEXPRELIMINARY PLANSPIONEER RIDGECHANHASSEN, MINNESOTAPREPARED FOR:PIONEER RIDGE, LLC.221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337CONTACT: CHRISTOPHER CONTRERASPHONE: 952-898-0230EMAIL: CCONTRERAS@BRANDLANDERSON.COMSITEVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.102/05/2025REVISED SITE PLANALL204/07/2025REVISED SITE PLANALL304/21/2025REVISED GRADING ALONG NORTH PROPERTY LINE4..............FORFORPLAT, SITE, GRADING, EROSIONCONTROL, UTILITIES, LANDSCAPEAND TREE PRESERVATIONPREPARED BY:PROJECT NUMBER: 0050930.00CONTACT: RYAN BLUHMPhone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free NOT FOR CONSTRUCTIONPIONEER RIDGECHANHASSEN, MINNESOTAFORFORPLAT, SITE, GRADING, EROSIONCONTROL, UTILITIES, LANDSCAPEAND TREE PRESERVATIONINITIAL SUBMITTAL DATE: 12/13/24SHEET: 1 OF 22PROJECT NUMBER: 0050930.00Sheet List TableSHEET NUMBERSHEET TITLE1Cover2Existing Conditions3Preliminary Plat4Preliminary Grading Plan5Preliminary Utility Plan6Street Profiles7Details8Details9Details10Details11Details12Details13Details14Details15Overall Tree Preservation16Preliminary Tree Preservation Plan17Preliminary Tree Preservation Plan18Preliminary Tree Preservation Data19Overall Preliminary Landscape Plan20PRELIMINARY LANDSCAPE PLAN & NOTES21PRELIMINARY LANDSCAPE PLAN & DETAILS22PHOTOMETRIC PLAN 93093093 0 930930930 930 930930932932 934928920920920920920 920920920918922920 920920 928926922 9 2 8 9 3 2 9349369 3 8 9409 4 6 944930930920910900890900920 910900 936 948∆∆∆∆∆∆∆∆ ∆∆∆∆∆∆∆∆∆∆ ∆ ∆ ∆ ∆∆∆∆∆∆∆∆∆∆∆∆∆∆ ∆ ∆ ∆ ∆ ∆ ∆SSXXPOH POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSANSANSANSANSANSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATSTOPOH POH POH POH POHPOHPOHPOHPOHPOHPOHSTO STOHH FIBER OPTICFOFOFD. 1/2 INCHOPEN IRON PIPEFD. 1/2 INCH OPENLS #12294FD. 2 INCH MNDT DISCR/W BOUNDARY CORNER B6FD. 1/2 INCH OPENLS #12294FD. 1/2 INCH OPENLS #12294FD. 1/2 INCH OPENLS #12294FD. 1/2 INCHOPEN IRON PIPER/W BOUNDARYCORNER B8FD. 1/2 INCH OPENLS #12294FD. 1/2 INCH OPENLS #12294FD. 1/2 INCH OPENLS #12043R/W BOUNDARY CORNER B9FD. 1/2 INCH OPEN IRON PIPER/W BOUNDARY CORNER B10FD. 1/2 INCH OPEN IRON PIPE;BROKEN CAPR/W BOUNDARY CORNER B11FD. 1/2 INCH OPEN IRON PIPE;BROKEN CAPR/W BOUNDARY CORNER B12P.O.B. LINE 1FD. 2 INCH MNDT DISCR/W BOUNDARY CORNER B13PER MNDT R/W PLAT NO. 10-20E 1/4 COR OF SEC. 27, TWP. 116, RGE. 23 &W 1/4 COR OF SEC. 26, TWP. 116, RGE. 23FD. 4 INCH DISCS. LINE OF THE SE 1/4 OFTHE NE 1/4 OF SEC. 27E. LINE OF THE SE 1/4 OFTHE NE 1/4 OF SEC. 27W. LINE OF THE SW 1/4 OFTHE NW 1/4 OF SEC. 28S. LINE OF THE SW 1/4 OFTHE NW1/4 OF SEC. 28NORTHWESTERLY BOUNDARYPER MNDT R/W PLAT NO. 10-20FD. REBAR W/CAPR/W BOUNDARYCORNER B7R/W BOUNDARYCORNER B5LINE 1LINE 1BRICK FIREPITBRICK FIREPITBRICK FIREPITBRICK FIREPITGARDEN AREASWINGSETGARDEN AREAAPPROXIMATEMOW LINEAPPROXIMATEMOW LINEPONDGARDEN AREARE=929.30CAN'T OPENRE=924.43IE=919.73 (E)IE=913.03 (W)RE=924.39IE=920.09 (E)IE=920.29 (NE)RE=900.85IE=896.15 (NE)IE=896.15 (SE)RE=901.83IE=896.43 (SW)RE=899.85IE=895.55 (NW)IE=895.45 (NE)IE=895.45 (SE)RE=903.48IE=900.28 (NW)IE=899.98 (SW)IE=900.28 (NE)RE=904.73IE=899.33 (SE)RE=906.09IE=902.79 (NE)IE=902.79 (SW)RE=910.08IE=906.78 (NE)IE=906.78 (SW)RE=916.64IE=913.24 (SW)RE=908.74RE=909.92RE=923.28IE=919.1824" RCP20" RCP15" RCP12" RCP15" RCP12" RCP 12" RCP 12" RCP12" RCP12" RCP12" RCPPID: 256090450CITY OF CHANHASSENPID: 256090410DEEPAKAGGARWALPID: 256090400REBECCAARMAGOSTPID: 256090390ANDERSSYVERSONPID: 256090380MATTHEWSEVERANCEPID: 256090370DANIEL &NANCY GILMOREPID: 256090360AARON &JENNIFER PIERCEPID: 256090350MATTHEW &HOLLY WILDEPID: 256090340LESLIE & DANAELDERPID: 256090330GLEN & NATANIASCHOENBERGPID: 256090320NATHAN &LINDSEY BUTTONPID: 256090310JOSEPH &JENNIFER FELIUPID: 256090300RUSSELL &MEGHANHOLMESPID: 256090290JOHN &CATHERINESANTINIPID: 256090280KORY & SARAHGROSKREUTZPID: 256090270THOMAS & CASSANDRA KRAUSPID: 253620025CITY OF CHANHASSENPID: 256090460CITY OF CHANHASSENBLUFF CREEK DRIVE(PUBLIC STREET)PIONEER TRAIL(PUBLIC STREET)WIDTH VARIES US H I G H W A Y 2 1 2 (P U B L I C S T R E E T ) WI D T H V A R I E S80R/WCONTROLLED ACCESS SHOWNPER MNDT R/W PLAT NO. 10-2010 FT BITUMINOUSTRAIL 5 FT CONCRETESIDEWALKCONTROLLED ACCESS SHOWNPER MNDT R/W PLAT NO. 10-20N. LINE OF THE SW 1/4 OF THE NW 1/4OF SEC. 28, TWP. 116, RGE. 23CONTROLLED ACCESS PERDEED RESTRICTION12" RCP 15" RCP24" RCPCB=S20°54'41"ECH=323.84∆=079°17'21"R=253.78L=351.20N51°07'03.00"E 253.88 N69°27'12.00"E 464.59 N08°53'48. 0 0 " E 1 7 1 . 8 4 N5 2 ° 5 4 ' 3 3 . 0 0 " E 1 2 6 . 6 3 N00°26'14.75"W 253.73 N00°26'14.75"W 263.81 S80°01'29.00"E 353.71N68°45'55 .00"E 230 .69 S3 0 ° 3 6 ' 5 2 . 0 0 " W 4 3 5 . 0 9 S22 ° 5 7 ' 1 7 . 0 0 " W 1 7 3 . 0 7S87°24'40.00"W 336.72∆=037°35'13"R=852.85L=559.48S46°00'03.00"W 190.46 S88°36'33.09"E66.03N00°26'46.48"W 530.77 N 3 8 ° 0 8 ' 5 3 . 0 0 " E 8 9 0 . 9 3 ∆R/W BOUNDARY CORNER B14PER MNDT R/W PLAT NO. 10/20N:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-EXP01.DWG 222CHANHASSEN, MINNESOTA04/21/2025RMBRMBEJKPIONEER RIDGEEXISTING CONDITIONS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE12/13/24MATT WELINSKI5359604/21/2025PIONEER RIDGE, LLC.PRELIMINARY PLANS© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'801602401" = 80'###### or ##02/05/202504/07/202504/21/2025..REVISED SITE PLANREVISED SITE PLANREVISED GRADING ALONG NORTH PROPERTY LINE..PROJECT NUMBER: 0050930.00SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTAPROPERTY DESCRIPTIONThe following information was provided by Land Title, Inc., Issuing Agent for First American Title Insurance Company, File Number6872387, which has an effective date of October 25, 2023 at 7:00 am:That part of the Southeast Quarter of the Northeast Quarter of Section 27, Township 116 North, Range 23 West, and the SouthwestQuarter of the Northwest Quarter of Section 26, Township 116 North, Range 23 West, shown as Parcel 60 on Minnesota Departmentof Transportation Right of Way Plat Numbered 10-20 and Minnesota Department of Transportation Right of Way Plat No. 10-43 asthe same is on file and of record in the office of the County Recorder in and for Carver County, Minnesota;Which lies northwesterly, northerly and northeasterly, of Line 1 described below:Line 1:Commencing at Right of Way Boundary Corner B14 as shown on said Plat No. 10-20; thence southwesterly on an azimuth of 218degrees 08 minutes 53 seconds along the boundary of said plat for 890.93 feet to Right of Way Boundary Corner B13 and the point ofbeginning of Line 1 to be described; thence on an azimuth of 210 degrees 36 minutes 52 seconds for 435.09 feet; thence on anazimuth of 202 degrees 57 minutes 17 seconds for 173.07 feet; thence on an azimuth of 267 degrees 24 minutes 40 seconds for336.72 feet; thence deflect to the left on a tangential curve, having a radius of 852.85 feet and a delta angle of 37 degrees 35 minutes13 seconds for 559.48 feet; thence on an azimuth of 226 degrees 00 minutes 03 seconds for 190.46 feet; thence northwesterly for351.20 feet on a non-tangential curve, concave to the northeast, having a radius of 253.78 feet, a delta angle of 79 degrees 17minutes 25 seconds and a chord azimuth of 339 degrees 05 minutes 19 seconds to the northwest boundary of said Plat No. 10-20and there terminating.Subject to the following restriction:No access shall be permitted to Trunk Highway No 212 from the lands herein conveyed.Abstract PropertyGENERAL NOTES1.Bearings of property lines shown hereon are based on the Carver County coordinate system, (NAD 83 - 2011 ControlAdjustment).2.Lengths of lines and distances between features are measured in US-Survey Feet.LEGENDGUY WIREFLARED END SECTIONBEEHIVE CATCH BASINCATCH BASINPOWER POLESIGNSTREET LIGHTSTEEL/WOOD POSTPOWER OVERHEADWATERMAINSTORM SEWERHYDRANTFENCE LINECONTROLLED ACCESSCURB & GUTTERCONCRETE SURFACEBITUMINOUS SURFACEFOUND MONUMENT (SEE LABEL)TREE LINEPOHSTOWAT∆XEASEMENT LINESECTION LINELOT LINEBOUNDARY LINERIGHT-OF-WAY LINETRAFFIC SIGNAL 12345678910111213141516171812345678910111213141516171819202121123100.0'165.9'50.0'14' 13'123456789101112131457.28 57.28 57.2867.6955.2555.2555.2555.2555.2555.2555.2555.2555.2555.25 19202,368 sf2,368 sf2,886 sf2,738 sf2,738 sf2,368 sf2,368 sf2,738 sf2,738 sf2,368 sf2,368 sf2,368 sf2,738 sf2,738 sf2,368 sf2,738 sf2,368 sf2,368 sf2,738 sf2,738 sf2,368 sf2,738 sf2,368 sf2,738 sf2,368 sf2,368 sf2,738 sf2,738 sf2,368 sf2,738 sf2,368 sf2,738 sf2,368 sf2,368 sf2,738 sf2,738 sf51,872 sf15,105 sf6,244 sf6,244 sf6,244 sf2,738 sf2,368 sf2,368 sf2,738 sf3732323974 3932323774 74 74 74 37323237743732323774 74 74 74373232323774 373232323774 74 74 74 743732377437323774 74 74 199057 57 57 5737323237743732323774747474373232377437323237747474743732323774373232377474747437323237743732323774 74 74 74 37 32 32 3774 37 32 32 37 747474557190 4 0238 3732323774373232377429940122 61 62 9 1 2 7 7923125 5 173 10957 57 57 1091095461616161616244747474R50'R50'OUTLOT A9,555 sf37 11517134140132124120119122127136139 10 3 15 5714337312062311877732067487,910 sf8,174 sf7,910 sf7,598 sf7,665 sf7,150 sf6,906 sf6,860 sf7,011 sf7,362 sf57,133 sf6754545454545454545454 10920 6737 75,591 sf18 0 119 327140 3492OUTLOT B OUTLOT BOUTLOT B OUTLOT C1710 9 2 3874741132 2823 24 90,097 sf17,079 sf37 1139 4346 575192 176727473842930936678143774 392823 24 3840 349143 37 7474 3774 37373774 OUTLOT D∆∆∆∆∆∆∆∆∆ ∆ ∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ POH POH POH POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPIONEER TRA ILBLUFF CREEK DRIVEUS H I G H W A Y 2 1 2215444222124 B-BPOWERLINE & POLESTO BE RE-LOCATED9B LU F F A R E A BLUFF AREAEXPANDED PONDPONDPRIVATE STREETPRIVATE S T R E E T FIRE TRUCKTURN-AROUND"NO PARKING"FIRE TRUCKTURN-AROUND"NO PARKING"20' BUFFERIMPACT ZONE20' BUFFERIMPACT ZONE20 202022NWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWL NWLNWL NWL NWL NWLNWLNWLNWLNWLNWLNWLNWLNWLNWL 40.00'24B-B24B-BPRIVATE STREET24B-BPRIVATE STREET40.00'POWERLINE & POLESTO BE RE-LOCATED 53292130342912342,738 sf2,368 sf2,368 sf2,738 sf373732323737323274 74 74 74 74STREET20 20 125 510 STREET16,244 sfSECTION 26 , TOWNSH IP 116 , RANGE 23060120180·EXISTING ZONING:N/A·PROPOSED ZONING:RLM·GROSS SITE AREA:11.75 ACBLUFF AREA:0.72 AC·NET SITE AREA:11.03 AC·DEVELOPMENT SUMMARYMULTI-FAMILY TOWNHOMES:40 HOMESVILLAS14 HOMES·PROJECT DENSITY:GROSS:±4.60 UN/ACNET: ±4.90 UN/ACSITE DEVELOPMENT DATAIMPERVIOUS COVERAGE1.ALL LOT DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT.2.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.3.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY.4.DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGEAND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES A.5.STREET WIDTHS ARE SHOWN FROM BACK OF CURB TO BACK OF CURB.DEVELOPMENT NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLEXISTINGPROPOSEDTIP-OUT CURB AND GUTTERSITE LEGENDSITE AREAALLOWABLE COVERAGE255,915 SF511,830 SFTYPICAL MULTI FAMILY LOT DETAILSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-PPP01.DWG 223CHANHASSEN, MINNESOTA04/21/2025RMBRMBEJKPIONEER RIDGEPRELIMINARY PLAT221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE12/13/24PIONEER RIDGE, LLC.04/21/202553774NICHOLAS T. MEYER© 2025 Westwood Professional Services, Inc.###### or ##02/05/202504/07/202504/21/2025..REVISED SITE PLANREVISED SITE PLANREVISED GRADING ALONG NORTH PROPERTY LINE..PROJECT NUMBER: 0050930.00CONTROLLED ACCESS∆MINIMUM LOT AREALOT STANDARDSMINIMUM LOT FRONTAGESETBACKSFRONTBTWN BUILDINGSSIDE CORNER LOTREARSTANDARDMULTI-FAMILYTOWNHOMES1,800 SF30'20'20'20'10'REAR TO PIONEER TRAIL20'IMPERVIOUS COVERAGE50% MAXIMUMPROPOSED COVERAGE182,673 SF (35%)GUEST STALLS REQUIRED: .25/UNIT; 14 STALLS TOTALGUEST STALLS PROVIDED: 21 TOTAL STALLSPARKING PROVISIONSVILLAS5,445 SF55' @ 20' FRT SBK20'5' GARAGE /10' HOUSE20'30'20'TYPICAL VILLALOT NUMBERLOT AREABUILDINGSETBACK LINEDRAINAGE& UTILITYEASEMENTLOT LINEROAD RIGHTOF WAYTYPICAL LOTDIMENSION20'30'10'5'55'55'109' 109' ∆∆∆∆∆∆∆∆∆ ∆ ∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆ ∆ ∆ ∆ ∆ ∆ ∆BLUFF CREEK DRIVEPIONEER TRA IL HI G H W A Y 2 1 2 TNHELEV=924.149087929.86SSSB-7 EL=929.869097931.51SSSB-2 EL=931.519105931.76SSSB-3 EL=931.759112912.95SSSB-6 EL=912.959122931.76SSSB-4 EL=931.769127928.08SSSB-8 EL=928.089140947.25SSSB-5 EL=947.259176930.46SSSB-1 EL=930.46EX-MHRE = 929.30EX-MHRE = 916.64EX-MHRE = 910.08EX-MHRE = 906.09EX-MHRE = 903.48EX-MHRE = 900.85EX-MHRE = 924.43EX-MHRE = 924.39EX-MHRE = 901.83EX-MHRE = 904.73EX-MHRE = 923.28SEX-MHRE = 937.53SEX-MHRE = 937.43XXX XPOH POH POH POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSANSANSANSANSANSANRE=937.53IE=918.83 (E/W)8" PVCRE=937.43IE=918.13 (N/E/W)SAN8" PVCSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSTOSTOSTOPOH POH POHPOHHH FIBER OPTICFOFOFO 506250655066FM123 456789101112130 1 2 3 4 5FMFMFMEXPANDED EXISTINGPOND 6NWL=927.0EX 100 YR HWL =930.3PR 100 YR HWL=929.4EOF=930.4928.60PATIOGARAGEOLIVIA2-STORYPORCH12345678910111213141516171812345678910111213141516171819202121123STREET ASTREET B123456789101112131457.28 57.28 57.2867.6955.2555.2555.2555.2555.2555.2555.2555.2555.2555.25 PATIOGARAGEOLIVIA2-STORY1920OUTLOT A2OUTLOT B OUTLOT BOUTLOT B OUTLOT COUTLOT D920930914914 916918922924926928932934934 934.5SOG934.5936.3SOG936.3933.0SOG933.0935.3 SOG 935.3 935.6 927.4 WO 927.4 935.0926.8LO930.0936.6928.4LO931.6932.8924.6LO927.8931.6923.4WO923.4934.8926.6WO926.6935.9927.7WO927.7932.1923.9WO923.9929.1920.9LO924.17.9%7.9%8.4%6.8%7.9%7.0%7.0%7.0%7.2%8.7% 5.0%4.1%5.3%3.1%7.8%5.2%5.3%3.3%7.8%5.0%6.1%5.2%4.0%6.3%4.4%7.1%3.2% 4.6% 4.0%7.8%7.6%5.0%7.4%8.8%7.7%7.2%4.2%8.8% 7.2% 7.0% 5.3% 7.9% 6.0% 8.5% 6.9% 6.5% 6.8% 5.7% 3.0% 4.4% 3.5%937.6929.4LO932.6934.9926.7WO926.7935.9927.7WO927.73:13:13:13:14:1 25.0%935.9 SOG 935.9 937.5 SOG 937.5 936.6 928.4 WO 928.4 33.3%932.6924.4WO924.4935.8927.6WO927.6934.5SOG934.5935.4SOG935.4937.3SOG937.3935.8SOG935.8933.3SOG 933.3930.1921.9LO925.1933.1924.9WO924.9 936.9928.7WO928.73:13:13:13:14:1 4:1 4:1920920930930930922922924924926926926928928928932930930928928932 90091092093089890290490690891291491691892292492692893290 2 90 4 906 908 912914 91 6 918 92 2 9 2 4 92 6 9 2 8 9 3 2 9 3 4 9369209209169169189189229229249249269309229229249249269269269289329349 3 6 9 3 83:13:1 NWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWL 9 4 0 9 3 4 9 3 4 9369369 3 8 9 4 2 944 94 4 932 934 93 6 938910920902 9 0 49069089129149 1 6918922924926928932932EXPANDED EXISTINGPOND 6NWL=927.0EX 100 YR HWL =930.4PR 100 YR HWL=929.5EOF=930.435.435.029.431.332.429.734.834.5NWL NWL NWLNWLNWLNWLNWLNWLNWLNWLNWLNWL 35.236.035.235.034.534.835.21.1%SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSF SF SF S F S F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SFSFSFSFSFSF HP33.5POND 2-REUSENWL=922.5BOTTOM = 913.0100 YR HWL = 925.6EOF=925.6BERM=926.14.6%4:10.8%0 1 2 3 4 5 1.1%35.4930932932932 934934934 936936 920920 920930 914914 916916 918 918922922 922924924924926926926928 9329209209189189229249269289209309149169189229249269289329349109209089129149169189229249263:1 9.0% 8.5% 8.0%936.7SOG936.7933.6SOG933.6931.9SOG(1)932.6934.0925.8LO929.0933.0924.8R933.0933.8925.6LO928.829.3 31.033.234.232.031.730.629.729.328.329.128.831.732.633.534.435.335.734.833.532.331.130.5 34.335.436.534.533.531.732.2HP33.0LP28.6EOF30.8EX EOF22.521:117:110:1EOF20.521.021.021.021.021.019.017.518.533.532.5930940940940932934936938942942 9209129 1 2 9149149169189 2 2 924910920904906908912914916918 922 900 910 896 898902904 906 908 912 914 91691893092492692893293491090490690891291491629.729.031.930.32.0%2.5%2.5%3.1%31.73.0%28.82.0% 2 . 0%2.2%2.0%28.031.231.52.0%30.737.337.330.932.336.036.731.329.936.336.3VALLEYGUTTER (TYP)123 456789101112130 1 2 3 4 53.45%1.71%1.71%2.28%2.28%3.50%3.50%3.50%3.45%2.00%1.25%2.00%2.25%3.91%2.25%Overall LP 0+05.99ELEV 922.52 HP 5+30.29ELEV 935.492.26% 3.39%1.95% 2 .2 6 % 2 .2 6 %SILT FENCE (TYP.)INSTALL HEAVY DUTY SILTFENCE AT NWL OF POND (TYP.)INSTALL HEAVY DUTY SILTFENCE AT NWL OF POND (TYP)26.326.226.0ROCKCONSTRUCTIONENTRANCE (TYP)NWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLROCKCONSTRUCTIONENTRANCE (TYP)SURMOUNTABLECURB & GUTTER (TYP)SURMOUNTABLECURB & GUTTER (TYP)SIGHT LINE30.428.2RELOCATED WATER COURSEINLET PROTECTION (TYP)EROSION CONTROLBLANKET (TYP)DITCH CHECKS (TYP)SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-GDF.DWG 224CHANHASSEN, MINNESOTA04/21/2025RMBRMBEJKPIONEER RIDGEPRELIMINARY GRADINGPLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE12/13/244125704/21/2025RYAN BLUHMPIONEER RIDGE, LLC.PRELIMINARY PLANS© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'60'120'180'1" = 60'60'12' or 6'02/05/202504/07/202504/21/2025..REVISED SITE PLANREVISED SITE PLANREVISED GRADING ALONG NORTH PROPERTY LINE..PROJECT NUMBER: 0050930.00PROPERTY LINEEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUREROSION CONTROL LEGENDEROSION CONTROL NOTES982980982980SILT FENCESFSTOSTORM SEWERTPFTREE PROTECTION FENCETREE LINERETAINING WALL (MODULAR BLOCK)GRADING LIMITSGL1.NATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTIONONSITE OF NATIVE TOPSOIL TO THE GREATEST EXTEND POSSIBLE.2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILSTO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.REDUNDANT PERIMETER SEDIMENT CONTROLS ARE NECESSARY WHEN SOIL DISTURBANCE ISWITHIN 50 FEET OF SURFACE WATERS. REDUNDANT SEDIMENT CONTROLS COULD INCLUDE:4.1.TWO ROWS OF SILT FENCE (SEPARATED BY 8 FEET); OR4.2.SILT FENCE AND A TOPSOIL BERM (STABILIZE BERM WITH MULCH); OR4.3.SILT FENCE AND FIBER LOGS; OR4.4.TOPSOIL BERM AND FIBER LOGS (STABILIZE BERM WITH MULCH).5.REDUNDANT SEDIMENT CONTROLS MUST BE INSTALLED PRIOR TO DISTURBING WITHIN 50 FEETOF THE SURFACE WATER.6.ADDITIONAL MEASURES, SICH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIEDBY THE DISTRICT MUSTED BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATESTABILIZATION.7.FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOILCONTAINING AT LEAST 5% ORGANIC MATTER ORGANIC MATTER BE SPREAD ANDINCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVERTOPSOIL HAS BEEN REMOVED.8.CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUIDLING MATERIALS, CONCRETE TRUCKWASHOUT, CHEMICALS, LITTER AND SANITARY WASTE BE PROPERLY MANAGED.9.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTILCOMPLETION OF CONSTRUCTION NAD VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURESTABILITY OF THE SITE, AS DETERMINED BY THE DISTRICT.10.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINALSTABILIZATION.11.SOIL SURFACES COMPACTED DURING CONSTRUCTIONAND REMAINING PERVIOUS UPONOCMPLETIONOF CONSTRUCTION MUST BE DECOMPACTED TO ACHIEVE A SOIL COMPACTIONTESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUARE INCH INTHE UPPER 12 INCHES OF THE SOIL PROFILE WHILE TAKING CARE TO PROTECT UTILITIES, TREEROOTS, AND OTHER EXISTING VEGETATION.12.ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDER DAYS AFTERLAND-DISTURBING WORK HAS TEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THATDRAINS TO AN IMPAIRED WATER, WITHIN 14 DAYS ELSEWHERE.13.THE PERMITTEE MUST ATA MINIMUM, INPSECT, MAINTAIN AND REPAIR ALL DISTURBEDSURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATIONMEASURES EVERY DAY WORK IS PERFORMED ON THE SITE AND AT LEAST WEEKLY UNTILLAND-DISTURBING ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUST PERFORM THERERESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGATATIVE COVER IS ESTABLISHED. THE PERMITTEEWILL MAINTAIN A LOG OF ACTIVITIES UNDER THIS.ROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETTURF REINFORCEMENT MATPOND NORMAL WATER LEVELSILT FENCE-POST GRADINGPOST-SFHEAVY DUTY SILT FENCEHDSFREDUNDANT SEDIMENT CONTROLRSCINLET PROTECTIONEROSION CONTROL CHECKS/BIOROLLSRELOCATED WATER COURSE HYD (TYP.)HYD (TYP.)8" PVC SDR 26 @ 0 .51%8" PVC SDR 26 @ 0.50%8" PVC SDR 26 @ 1.76%8" PVC SDR 26 @ 2.97% 8" PVC SD R 2 6 @ 2 . 0 8 %NWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWL NWL NWL NWLNWLNWLNWLNWLNWLNWLNWLNWLNWL NWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWL PATIOGARAGEOLIVIA2-STORYPORCH12345678910111213141516171812345678910111213141516171819202121123STREET ASTREET B1234567891011121314PATIOGARAGEOLIVIA2-STORY1920OUTLOT A2OUTLOT B OUTLOT BOUTLOT B OUTLOT COUTLOT DHEMLOCK WAYMAYAPPLE PASS S A N SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSSSSSSSSSWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WA T WA TWA TWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT ∆∆∆∆∆∆∆∆∆ ∆ ∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆BLUFF CREEK DRIVEPIONEER TRA IL HI G H W A Y 2 1 2 EX-MHRE = 929.30EX-MHRE = 916.64EX-MHRE = 910.08EX-MHRE = 906.09EX-MHRE = 903.48EX-MHEX-MHRE = 900.85EX-MHRE = 924.43EX-MHRE = 924.39EX-MHRE = 901.83EX-MHRE = 904.73EX-MHRE = 923.28SEX-MHRE = 937.53SEX-MHRE = 937.43XXXX POH POH POH POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSANSANSANSANSANSANSANSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSTOSTOSTOPOH POH POH POH POHPOHPOHFOFOFO LIFTSTATIONFM123 456789101112130 1 2 3 4 5FMFMFM012312345EX. 15" STMEX. 12" STMEX. 20" STMEX. 12" STMEX. 12" STMEX. 15" STMEX. 12" STMEX. 24" STMEX. TRAIL 8" PVC SDR 26 @ 0.50%8" PVC SDR 26 @0.46%8" PVC SDR 26 @ 0.56%EX. TRAILMHRE=935.94IE=923.50 (8" S)MHRE=932.65IE=915.41 (8" W)MHRE=931.83IE=919.54 (8" S)MHRE=928.52IE=916.59 (8" W)MHRE=935.35IE=914.32 (8" SW)CBMH-104RE=928.89IE=923.06 (18" S)IE=922.96 (18" N)D=5.9CBMH-107RE=928.09IE=925.10 (12" N)D=3.024" FES-1009.2 CU YD CLASS III RIPRAPIE=922.50CBMH-105RE=927.28IE=923.40 (12" W)IE=923.30 (18" N)D=4.0CBMH-106RE=927.33IE=923.35 (12" E)D=4.0STMH-101RE=928.08IE=922.72 (24" W)IE=922.72 (24" NE)D=5.412" FES-864.4 CU YD CLASS III RIPRAPIE=909.97OCS-84RE=924.05IE=920.12 (12" SE)IE=910.10 (12" E)D=14.012" FES-83IE=920.50CBMH-95RE=924.90IE=914.37 (18" E)IE=914.37 (18" W)D=10.518" FES-936.4 CU YD CLASS III RIPRAPIE=913.9018" FESRE=916.33IE=914.50 (18" W)CBMH-109RE=929.37IE=926.40 (12" E)D=3.0CBMH-108RE=932.15IE=924.53 (12" S)IE=925.92 (12" W)IE=923.63 (18" E)D=8.5CBMH-103RE=929.01IE=922.82 (18" S)IE=922.72 (21" N)D=6.3CBMH-102RE=931.84IE=923.45 (18" W)IE=922.33 (21" S)IE=923.05 (24" E)D=13.54.0' SUMP=918.33MHRE=935.86IE=922.90 (8" W)MHRE=928.47IE=912.69 (8" W)MHRE=928.58IE=918.00 (4" E)CBMH-57RE=929.96IE=925.98 (12" NW)D=4.015" FES-614.8 CU YD CLASS III RIPRAPIE=925.50CBMH-91RE=925.08IE=914.26 (18" E)IE=914.26 (18" W)D=14.8CBMH-59RE=929.64IE=925.86 (12" SE)IE=925.76 (15" NW)D=7.94.0' SUMP=921.76MHRE=928.51IE= 912.154" FORCEMAINDIRECTIONALLY DRILLEDIE=916.13CONNECT FORCEMAININTO EX MHMHRE=927.26IE=912.33 (8" N)HYD (TYP.)8" GV (TYP.)12" FES-1194.4 CU YD CLASS III RIPRAPIE=912.00STMH-117RE=915.87IE=912.35 (12" SW)IE=912.35 (12" E)D=3.5STMH-118RE=915.78IE=912.14 (12" W)IE=912.04 (12" E)D=3.7CBMH-115RE=917.35IE=914.44 (12" SW)IE=914.34 (12" NE)D=3.0STMH-116RE=915.85IE=912.90 (12" SW)IE=912.80 (12" NE)D=3.0CBMH-113RE=918.65IE=915.74 (12" W)IE=915.64 (12" E)D=3.0CBMH-110RE=924.16IE=921.20 (12" S)D=3.0CBMH-111RE=924.16IE=921.14 (12" N)IE=921.04 (12" SE)D=3.1STMH-112RE=920.05IE=917.06 (12" NW)IE=916.96 (12" E)D=3.18" DIP WM 8" DIP WM 8" DIP WM18" RCP STRM@0.57%18" RCP STRM@ 0.34%12" R C P S T R M @ 0. 3 0 %EXPANDED EXISTINGPOND 6NWL=927.0EX 100 YR HWL =930.4PR 100 YR HWL=929.7EOF=930.48" DIP WM8" DIP WM8" DIP WM12" RCP STRM @ 0 .30% 21" RCP STRM @ 0.50% 18" RCP S T R M @ 0.50%12" RCP STRM @ 0.30%12" RCP STRM @ 0 .30%12" RCP STRM @1.95%12" RCP STRM @ 0.78%12" RCP STRM @1.65%12" RCP STRM @ 2.80%15" RCPSTRM @0.75%12" RCP STRM@ 0.30% 12" RC P S T R M @ 0 . 5 0 %24" RCP STRM @ 0.41%24 " R C P S T R M @ 0 . 5 1 %12" RCP STRM @ 0.50%18" RCP STRM@0.44%12" RCPSTRM @0.23%18" RCP STRM@0.51%12" RCPSTRM @0.29%POND 2-REUSENWL=922.5BOTTOM = 913.0100 YR HWL = 925.6EOF=925.6BERM=926.112" RCPSTRM @0.30%SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-UTP01.DWG 225CHANHASSEN, MINNESOTA04/21/2025RMBRMBEJKPIONEER RIDGEPRELIMINARY UTILITYPLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE12/13/244125704/21/2025RYAN BLUHMPIONEER RIDGE, LLC.PRELIMINARY PLANS© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'60'120'180'1" = 60'60'12' or 6'02/05/202504/07/202504/21/2025..REVISED SITE PLANREVISED SITE PLANREVISED GRADING ALONG NORTH PROPERTY LINE..PROJECT NUMBER: 0050930.00SANEXISTINGPROPOSEDSTOWATWATOVERALL UTILITY LEGEND1.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONSPRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANYDIFFERENCES.2.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST.TECHNIQUES AND TESTING SHALL CONFORM TO THE 2018 ED.OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATERMAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWERAND STORM SEWER INSTALLATION BY THE CITY ENGINEERINGASSOCIATION OF MINN." AND TO THE "STANDARDSPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT.OF TRANS., 2020 EDITION AND SUPPLEMENTALSPECIFICATIONS SEPTEMBER 2022. THE CONTRACTOR SHALLBE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BYTHE LOCAL AGENCY.3.THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITSFOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS.4.VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TOBEGINNING CONSTRUCTION.5.THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONECALL" FOR FOR UTILITY LOCATIONS PRIOR TO UTILITYINSTALLATION.GENERAL UTILITY NOTESSDTSANITARY SEWERSTORM SEWERWATER MAINHYDRANTDRAIN TILE STREET 29109159209259309359409109159209259309359400+001+002+003+004+005+005+753.39%1.95%2.26%PVI STA = -0+00.00PVI ELEV = 923.98PVI STA = 5+57.54PVI ELEV = 937.26L.P ELEV = 927.98L.P. STA = 1+77.24PVI STA = 2+00.36PVI ELEV = 928.51A.D. = 1.13%K = 40.9846.23' VCPVC = 1+77.24ELEV = 927.98PVT = 2+23.48ELEV = 929.29H.P ELEV = 933.06H.P. STA = 3+41.81PVI STA = 3+25.00PVI ELEV = 932.73A.D. = -1.44%K = 23.3533.63' VCPVC = 3+08.19ELEV = 932.16PVT = 3+41.81ELEV = 933.06STREET 19159209259309359409459509159209259309359409459500+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0013+503.50%-3.45%2.00%-2.00%1.25%3.91%2.25%-1.71%2.28%PVI STA = 0+05.99PVI ELEV = 922.52 PVI STA = 8+98.87 PVI ELEV = 928.18 PVI STA = 9+21.45 PVI ELEV = 928.63 PVI STA = 9+35.31 PVI ELEV = 928.35 PVI STA = 13+10.00 PVI ELEV = 936.24H.P ELEV = 927.43H.P. STA = 1+54.94PVI STA = 1+29.94PVI ELEV = 926.86A.D. = -1.22%K = 40.9350.00' VCPVC = 1+04.95ELEV = 925.99PVT = 1+54.94ELEV = 927.43 H.P ELEV = 935.49H.P. STA = 5+30.29PVI STA = 5+24.94PVI ELEV = 935.86A.D. = -3.99%K = 18.8075.00' VCPVC = 4+87.44 ELEV = 935.01 PVT = 5+62.44 ELEV = 935.22 H.P ELEV = 931.16H.P. STA = 7+99.94PVI STA = 8+24.94PVI ELEV = 930.73A.D. = -1.74%K = 28.7150.00' VCPVC = 7+99.94 ELEV = 931.16 PVT = 8+49.94 ELEV = 929.87 H.P ELEV = 931.44H.P. STA = 10+24.94PVI STA = 9+99.94PVI ELEV = 930.88A.D. = -1.66%K = 30.0550.00' VCPVC = 9+74.94 ELEV = 929.90 PVT = 10+24.94 ELEV = 931.44 H.P ELEV = 934.56H.P. STA = 11+74.94PVI STA = 11+49.94PVI ELEV = 934.25A.D. = -1.00%K = 49.9250.00' VCPVC = 11+24.94 ELEV = 933.69 PVT = 11+74.94 ELEV = 934.56 SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-DTP01.DWG 226CHANHASSEN, MINNESOTA04/21/2025RMBRMBEJKPIONEER RIDGESTREET PROFILES221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE12/13/244125704/21/2025RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' or 5'02/05/202504/07/202504/21/2025..REVISED SITE PLANREVISED SITE PLANREVISED GRADING ALONG NORTH PROPERTY LINE..PROJECT NUMBER: 0050930.00 SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-DTP01.DWG 227CHANHASSEN, MINNESOTA04/21/2025RMBRMBEJKPIONEER RIDGEDETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE12/13/244125704/21/2025RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##02/05/202504/07/202504/21/2025..REVISED SITE PLANREVISED SITE PLANREVISED GRADING ALONG NORTH PROPERTY LINE..PROJECT NUMBER: 0050930.00 SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-DTP01.DWG 228CHANHASSEN, MINNESOTA04/21/2025RMBRMBEJKPIONEER RIDGEDETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE12/13/244125704/21/2025RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##02/05/202504/07/202504/21/2025..REVISED SITE PLANREVISED SITE PLANREVISED GRADING ALONG NORTH PROPERTY LINE..PROJECT NUMBER: 0050930.00 SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-DTP01.DWG 229CHANHASSEN, MINNESOTA04/21/2025RMBRMBEJKPIONEER RIDGEDETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE12/13/244125704/21/2025RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##02/05/202504/07/202504/21/2025..REVISED SITE PLANREVISED SITE PLANREVISED GRADING ALONG NORTH PROPERTY LINE..PROJECT NUMBER: 0050930.00 SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-DTP01.DWG 2210CHANHASSEN, MINNESOTA04/21/2025RMBRMBEJKPIONEER RIDGEDETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE12/13/244125704/21/2025RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##02/05/202504/07/202504/21/2025..REVISED SITE PLANREVISED SITE PLANREVISED GRADING ALONG NORTH PROPERTY LINE..PROJECT NUMBER: 0050930.00 SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-DTP01.DWG 2211CHANHASSEN, MINNESOTA04/21/2025RMBRMBEJKPIONEER RIDGEDETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE12/13/244125704/21/2025RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##02/05/202504/07/202504/21/2025..REVISED SITE PLANREVISED SITE PLANREVISED GRADING ALONG NORTH PROPERTY LINE..PROJECT NUMBER: 0050930.00 SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-DTP01.DWG 2212CHANHASSEN, MINNESOTA04/21/2025RMBRMBEJKPIONEER RIDGEDETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE12/13/244125704/21/2025RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##02/05/202504/07/202504/21/2025..REVISED SITE PLANREVISED SITE PLANREVISED GRADING ALONG NORTH PROPERTY LINE..PROJECT NUMBER: 0050930.00 SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-DTP01.DWG 2213CHANHASSEN, MINNESOTA04/21/2025RMBRMBEJKPIONEER RIDGEDETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE12/13/244125704/21/2025RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##02/05/202504/07/202504/21/2025..REVISED SITE PLANREVISED SITE PLANREVISED GRADING ALONG NORTH PROPERTY LINE..PROJECT NUMBER: 0050930.00928.5921.5912.15906.15907.0908.0909.0910.0911.0 SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-DTP01.DWG 2214CHANHASSEN, MINNESOTA04/21/2025RMBRMBEJKPIONEER RIDGEDETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE12/13/244125704/21/2025RYAN BLUHMPIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##02/05/202504/07/202504/21/2025..REVISED SITE PLANREVISED SITE PLANREVISED GRADING ALONG NORTH PROPERTY LINE..PROJECT NUMBER: 0050930.007.3'7.3'6" TOPSOIL, SEED,& MULCH OR SODVARIES LAST REVISED:08/15/17TYPICAL LOTGD25AINDICATES A CUSTOM HOUSE PAD WHICH HAS NOT BEEN COMPLETELY GRADED OR PREPAREDTO PROPOSED GRADE. ELEVATIONS AND HOUSE STYLES SHOWN ARE ENGINEERS SUGGESTEDDESIGN FOR CUSTOM LOTS AND SHOULD BE VERIFIED WITH THE DEVELOPER.G980.6989.6 99980.0 983.0WO989.2 991.0983.0DRIVEWAY LOT CORNER ELEVATIONCUSTOMSOG = SLAB ON GRADE UNIT.WO = FULL BASEMENT WALKOUT, GRADED FOR 8.4' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE WALKOUT TO FRONT GROUND AT GARAGE DOOR.R = RAMBLER, GRADED FOR 7.7' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR.R(1) = RAMBLER, GRADED FOR 7.0' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR.LO = FULL BASEMENT LOOKOUT GRADED FOR 5.0' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE LOOKOUT TO THE FRONT GROUND GRADE AT THE GARAGE DOOR.DRAINAGE ARROWLOT NUMBERMINIMUM BASEMENTFLOOR ELEVATIONREAR GROUND GRADE ATWALKOUT/LOOKOUT (0.7'BELOW BASEMENT FLOORELEVATION FOR WALKOUT)FRONT GROUND GRADEAT GARAGE DOORNOTE:1.THE NUMBER IN THE PARENTHESIS INDICATES THE NUMBER OF BLOCKS THAT THE GARAGE IS DROPPED. EACH BLOCK=8".ROW TOWNHOMES SLAB ON GRADE (SOG)ROW TOWNHOMES LOOK-OUT (LO)ROW TOWNHOMES WALK-OUT (WO)ENGINEERED FILLENGINEERED FILLSUITABLE BEARING SOIL (TYP.)ENGINEERED FILL1:1SETBACKGARAGE FLOOR EL.1.20' TO SUBGRADE0.8'4:1 MAX3.0% MINN.T.S.1: 1SUITABLE BEARING SOIL (TYP.)0.5' TOPSOIL1:1FINISHED GRADE AFTER HOUSEFINISHED GRADE FOR PADSLAB ON GRADE VILLA (SOG) 55' Wide Lots10'HOLD DOWNLIMITSPAD HOLD DOWN = 0.70'VARIESCL ROADWAY8'R.O.W17'3'30'30'10'0.4'FINISH GRADEGROUND @BACK OF HOUSEOVER SIZING 12' MIN - 17'MAX3'OVER SIZING 5.3%4:1 MAX20' ∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆ ∆∆∆∆∆∆∆∆∆∆∆∆∆∆ ∆ ∆ ∆ ∆ ∆ ∆SSXXPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHSTOSTOSANSANSANSANSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATSTOPOH POHPOHPOHPOHSTO STOHHFOFONWLNWLNWLNWLN W LNWLNWLNWLNWL NWL NWL NWL NWLNWLNWLNWLNWLNWLNWLSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSF SF SF S F SFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSFSFEX EOF22.5FMFMFM04/21/202553774NICHOLAS T. MEYERSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-TPP01.DWG 2215CHANHASSEN, MINNESOTA04/21/2025RMBRMBEJKPIONEER RIDGEOVERALL TREEPRESERVATION221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE12/13/24PIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.###### or ##02/05/202504/07/202504/21/2025..REVISED SITE PLANREVISED SITE PLANREVISED GRADING ALONG NORTH PROPERTY LINE..PROJECT NUMBER: 0050930.00DENOTES EXISTING CONIFEROUSTREE TO REMAINDENOTES EXISTING DECIDUOUSTREE TO REMAINDENOTES EXISTING CONIFEROUSTREE TO BE REMOVEDDENOTES EXISTING DECIDUOUSTREE TO BE REMOVEDDENOTES SILT FENCE /GRADING &DISTURBANCE LIMITSFTREE PRESERVATION REGULATIONSTREE PRESERVATION CALULATIONSLEGEND" T " POST OR EQUAL6' MAX.ORANGE MESH CONSTRUCTION FENCELOCATION AS SHOWN ON PLAN. MAINTAINMAXIMUM DISTANCE FROM TRUNK POSSIBLE.ORANGE CONSTRUCTION FENCESTAKED EVERY 6'1. PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON.2.NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCURWITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM THE CITY.3.SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVEDFENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BRIEFED ON TREE PRESERVATION TECHNIQUES.LAST REVISED:05/28/15TREE PROTECTIONTP08NOTES:PLANELEVATIONDRIPLINE6' METAL FENCE POST. STAKE EVERY 6'MAXIMUM.TREE PROTECTION DETAILPRELIMINARYPLANS0'80'160'240'1" = 80'BASE LINE CANOPY COVERAGE PER ACRECOMPREHENSIVE PLAN DESIGNATIONCOMMERCIAL / INDUSTRIAL / INSTITUTIONALHIGH DENSITY RESIDENTIALMEDIUM DENSITY RESIDENTIALLOW DENSITY RESIDENTIALLARGE LOT RESIDENTIAL80%-100%28%35%40%55%68%60%-79%25%30%35%46%56%40%-59%20%25%30%35%43%20%-39%14%20%25%30%35%19% OR LESS10%15%20%25%25%(2)PRIOR TO THE SUBMITTAL OF DEVELOPMENT PLANS, A TREE SURVEY OF THE SITE SHALL BE PREPARED BY A REGISTERED LANDSCAPE ARCHITECT,LICENSED FORESTER, OR OTHER PROFESSIONAL APPROVED BY THE CITY. THE TREE SURVEY SHALL REFLECT CONDITIONS ON SITE AT THE TIME OFSUBMITTAL, OR SHALL HAVE BEEN REVIEWED AND UPDATED NO MORE THAN TWO YEARS PRIOR TO THE SUBMITTAL DATE. THIS SURVEY SHALLINCLUDE THE SPECIES, DBH SIZE, CONDITION, LOCATION OF ALL TREES OVER TEN INCHES IN DIAMETER AND ANY DAMAGED OR DISEASED TREESON SITE. ALL SIGNIFICANT SPECIAL, DAMAGED OR DISEASED TREES SHALL BE TAGGED AND IDENTIFIED BY NUMBER ON THE SURVEY. ADELINEATION OF THE EXISTING CANOPY COVERAGE AREA(S) WHICH OUTLINES ALL AREAS COVERED BY TREE CANOPY SHALL BE INCLUDED ASPART OF THE SURVEY. ADDITIONALLY, ALL DAMAGED AND DISEASED TREES SHALL BE CATALOGED WITH THE NATURE AND EXTENT OF ANYDAMAGE OR DISEASE SPECIFIED.a.BASED ON THIS SURVEY AND EITHER SITE OBSERVATION AND MEASUREMENT OR A CURRENT AERIAL PHOTOGRAPH (TAKEN WITHIN ONE YEAROF THE DATE OF PLAN SUBMITTAL) INTERPRETATION, THE FOLLOWING SHALL BE CALCULATED:1) BASE LINE CANOPY COVERAGE2) MINIMUM CANOPY COVERAGE REQUIREMENTSb.THE FOLLOWING TABLE SHALL BE USED TO DETERMINE THE MINIMUM AMOUNT OF CANOPY COVERAGE THAT MUST BE MAINTAINED ORPROVIDED ON-SITE AS PART OF THE DEVELOPMENT. IT SHALL REPRESENT THE MINIMUM CANOPY COVERAGE, CONSISTING OF EXISTING TREECANOPY AND/OR ADDITIONAL TREES REQUIRED FOR THE SITE. EXISTING WETLAND AREAS, BLUFF AREAS, AND DEDICATED PARK LANDLOCATED ON SITE SHALL BE EXCLUDED FROM THE CALCULATION OF SITE AREA IN THE DETERMINATION OF SITE COVERAGE. IF A FORESTED ISTO BE DEDICATED TO THE CITY FOR PARK LAND, THEN THIS AREA SHALL NOTE BE INCLUDED IN THE BASE LINE CANOPY COVERAGE AREACALCULATION NOR SHALL IT COUNT TOWARDS THE MINIMUM CANOPY COVERAGE FOR THE SITE.BASE LINE CANOPY COVERAGE IS THE CANOPY COVERAGE EXISTING AT THE TIME THE DEVELOPMENT APPLICATION IS FILED WITH THE CITY. MINIMUMCANOPY COVERAGE IS DETERMINED BY USING THE MATRIX.d. FOR DEVELOPMENTS THAT DO NOT MEET THE MINIMUM CANOPY COVERAGE, THE DEVELOPER SHALL BE REQUIRED TO DEVELOP AFORESTATION PLAN TO BRING THE TOTAL CANOPY COVERAGE UP TO THE MINIMUM REQUIREMENT. WHERE EXISTING WOODLANDS AREREMOVED OR THERE IS A LOSS OF TREES THAT WOULD OTHERWISE BE USED TO MEET THE CANOPY COVERAGE RETENTION REQUIREMENT, THEDEVELOPER SHALL DEVELOP A WOODLAND REPLACEMENT PLAN. THE REPLACEMENT PLAN MUST DESIGNATE AN AREA AT LEAST ONE ANDTWO-TENTHS (1.2) TIMES THE REMOVED CANOPY COVERAGE AREA THAT SHALL BE PLANTED WITH REPLACEMENT TREES FOR THOSE REMOVED.THESE PLANS SHALL LOCATE ADDITIONAL TREES EITHER AS A CONTINUATION OF EXISTING STANDS OF TREES THAT ARE TO BE PRESERVED ORCREATE NEW STANDS OF TREES IN DESIRABLE LOCATIONS SUCH AS ALONG ROADWAY CORRIDORS, ON THE NORTH AND WEST PERIMETERSOF THE DEVELOPMENT, IN COMMON OPEN AREAS, OR ADJACENT TO PARK FACILITIES.e. THE FOLLOWING CRITERIA SHALL BE FOLLOWED IN ESTABLISHING MINIMUM CANOPY COVERAGE:1) WHEN PLANTING TREES, ONE TREE SHALL BE DEEMED TO PROVIDE 1,089 SQUARE FEET OF REQUIRED CANOPY COVERAGE;2) TREES MUST BE FROM THE APPROVED LIST OF DESIRABLE SPECIES (PREFERENCE GIVEN FOR TREES DESIGNATED AS NATIVE);3) NO MORE THAN TEN PERCENT OF THE TREES MAY BE FROM ANY ONE TREE SPECIES, NO MORE THAN 20 PERCENT OF THE TREES MAY BEFROM ANY ONE GENUS, AND NO MORE THAN 30 PERCENT OF TREES FROM ANY ONE FAMILY;4) OVERSTORY TREES SHALL BE AT LEAST 212-INCH CALIPER AND UNDERSTORY TREES SHALL BE A MINIMUM OF 112-INCH CALIPER;5) CONIFER TREES SHALL BE A MINIMUM OF SIX FEET IN HEIGHT;6) PLANT MATERIALS USED FOR THE REFORESTATION SHALL BE OF A SIMILAR SPECIES AS VEGETATION FOUND ON-SITE;7) TREES SHALL BE USED THAT APPROPRIATE TO THE SOIL CONDITIONS FOUND ONSITE;8) TREES SHALL BE FROM CERTIFIED NURSERY STOCK AS DEFINED AND CONTROLLED BY M.S. §˜§˜ 18.44 THROUGH 18.61, THE PLANT PESTACT; AND9) NOT LESS THAN 75 PERCENT OF THE TOTAL TREES REQUIRED SHALL BE OVERSTORY SPECIES.BLUFF AREA DEDUCTIONTREE CANOPYTREE CANOPY SAVED ∆∆∆∆∆∆∆∆∆∆ ∆ ∆∆∆∆∆∆∆∆∆∆∆SXXXX POH POH POH POH POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSTOSANSANSANSANSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOWATWATWAT WAT WAT WAT WAT WAT WATWATWATWATWATWATWATWATWATSTOSTOSTOHHFOFOFONWLNWL NWL NWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWL SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSF SF SF SF SF SFFMFMFMFMFM500150025003500450055006500750085009501050115013501250145015501650175018501950205021502250235024502550265027 50285029503050315190519151925193519451955196519751985199SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-TPP01.DWG 2216CHANHASSEN, MINNESOTA04/21/2025RMBRMBEJKPIONEER RIDGEPRELIMINARY TREEPRESERVATION PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE12/13/24PIONEER RIDGE, LLC.04/21/202553774NICHOLAS T. MEYER© 2025 Westwood Professional Services, Inc.###### or ##02/05/202504/07/202504/21/2025..REVISED SITE PLANREVISED SITE PLANREVISED GRADING ALONG NORTH PROPERTY LINE..PROJECT NUMBER: 0050930.00PRELIMINARYPLANS0'50'100'150'1" = 50'DENOTES EXISTING CONIFEROUSTREE TO REMAINDENOTES EXISTING DECIDUOUSTREE TO REMAINDENOTES EXISTING CONIFEROUSTREE TO BE REMOVEDDENOTES EXISTING DECIDUOUSTREE TO BE REMOVEDDENOTES SILT FENCE /GRADING &DISTURBANCE LIMITSFLEGENDBLUFF AREA DEDUCTIONTREE CANOPYTREE CANOPY SAVED ∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆ ∆∆∆∆∆∆∆∆∆∆∆∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆∆X XPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHSTOWATWATWATWATWATWATWATWATWATWATWATPOHPOHPOHPOHPOHPOHNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWL NWL NWLSFSFSFSFSF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SFSFSFSFSFSFSFSFEX EOF22.550165022502350245025502650275028502950305031503250335034503550365037503850395040504150425043504450455046504750485049505050515052505350545055505650575058505950605061506250635064506550665067506850695070507150725073507450755076507750785079508050815082508350845085508650875088508950905091509250935094509550965097509850995100510151025103510451055106510751085109511051115112511351145115511651175118511951205121512251235124512551265127512851295130513151325133513451355136513751385139514051415142514351445145514651475148514951505151515251535154515551565157515851595160516151625163516451655166516751685169517051715172517351745175517651775178517951805181518251835184518551865187518851895190519151925193519451955196519751985199SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-TPP01.DWG 2217CHANHASSEN, MINNESOTA04/21/2025RMBRMBEJKPIONEER RIDGEPRELIMINARY TREEPRESERVATION PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE12/13/24PIONEER RIDGE, LLC.04/21/202553774NICHOLAS T. MEYER© 2025 Westwood Professional Services, Inc.###### or ##02/05/202504/07/202504/21/2025..REVISED SITE PLANREVISED SITE PLANREVISED GRADING ALONG NORTH PROPERTY LINE..PROJECT NUMBER: 0050930.00PRELIMINARYPLANS0'50'100'150'1" = 50'DENOTES EXISTING CONIFEROUSTREE TO REMAINDENOTES EXISTING DECIDUOUSTREE TO REMAINDENOTES EXISTING CONIFEROUSTREE TO BE REMOVEDDENOTES EXISTING DECIDUOUSTREE TO BE REMOVEDDENOTES SILT FENCE /GRADING &DISTURBANCE LIMITSFLEGENDBLUFF AREA DEDUCTIONTREE CANOPYTREE CANOPY SAVED SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-TPP01.DWG 2218CHANHASSEN, MINNESOTA04/21/2025RMBRMBEJKPIONEER RIDGEPRELIMINARY TREEPRESERVATION DATA221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE12/13/24PIONEER RIDGE, LLC.04/21/202553774NICHOLAS T. MEYER© 2025 Westwood Professional Services, Inc.###### or ##02/05/202504/07/202504/21/2025..REVISED SITE PLANREVISED SITE PLANREVISED GRADING ALONG NORTH PROPERTY LINE..PROJECT NUMBER: 0050930.00PRELIMINARYPLANSTREE PRESERVATION DATA ∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆ ∆ ∆ ∆ ∆ ∆SSXXPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHSTOSTOSANSANSANSANSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATSTOPOH POHPOHSTO STOHHFOFOEX EOF22.5FMFMFM12345678910111213141516171812345678910111213141516171819202121123STREET ASTREET B12345678910111213141920OUTLOT A2OUTLOT B OUTLOT BOUTLOT B OUTLOT COUTLOT DCODECOMMON / BOTANICAL NAMESIZEROOTSPACING O.C.MATURE SIZEDECIDUOUS TREES - 79AGGAUTUMN GOLD MAIDENHAIR TREE / GINKGO BILOBA 'AUTUMN GOLD'2.5" CAL.B&BAS SHOWNH 50` W 30`HAKCOMMON HACKBERRY / CELTIS OCCIDENTALIS2.5" CAL.B&BAS SHOWNH 50`-75` W 50`KDCDECAF® KENTUCKY COFFEETREE / GYMNOCLADUS DIOICA 'MCKBRANCHED'2.5" CAL.B&BAS SHOWNH 50` W 40`FFMFALL FIESTA® SUGAR MAPLE / ACER SACCHARUM 'BAILSTA'2.5" CAL.B&BAS SHOWNH 50`-75` W 50`FYLFRONTYARD® AMERICAN LINDEN / TILIA AMERICANA 'BAILYARD'2.5" CAL.B&BAS SHOWNH 60`-70` W 30`-40`NOCNORTHERN CATALPA / CATALPA SPECIOSA2.5" CAL.B&BAS SHOWNH 40`-60` W 20`-40`PREPRINCETON AMERICAN ELM / ULMUS AMERICANA 'PRINCETON'2.5" CAL.B&BAS SHOWNH 60`-80` W 40`-60`REORED OAK / QUERCUS RUBRA2.5" CAL.B&BAS SHOWNH 50`-70` W 40`-50`RSMRED SUNSET® MAPLE / ACER RUBRUM 'FRANKSRED'2.5" CAL.B&BAS SHOWNH 45` W 35`RIBRIVER BIRCH / BETULA NIGRA2.5" CAL.B&BAS SHOWNH 50`-75` W 50`SGMSIENNA GLEN® MAPLE / ACER X FREEMANII 'SIENNA'2.5" CAL.B&BAS SHOWNH 40`-50` W 35`-40`SKHSKYLINE® HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE'2.5" CAL.B&BAS SHOWNH 50` W 30`-35`SWOSWAMP WHITE OAK / QUERCUS BICOLOR2.5" CAL.B&BAS SHOWNH 50`-60` W 60`-80`EVERGREEN TREES - 146BHSBLACK HILLS SPRUCE / PICEA GLAUCA DENSATA6` HT.B&BAS SHOWNH 35`-45` W 20`-25`COFCONCOLOR FIR / ABIES CONCOLOR6` HT.B&BAS SHOWNH 40`-50` W 15`-30`NRPNORWAY PINE / PINUS RESINOSA6` HT.B&BAS SHOWNH 50`-80` W 30`-40`NOSNORWAY SPRUCE / PICEA ABIES6` HT.B&BAS SHOWNH 50`-70` W 25`-30`POPPONDEROSA PINE / PINUS PONDEROSA6` HT.B&BAS SHOWNH 60`-80` W 25`-30`QYT3841716243335519202120196ORNAMENTAL TREES - 3STCSHOWTIME™ CRABAPPLE / MALUS X 'SHOTIZAM'2.0" CAL.B&BAS SHOWNH 15`-20` W 12`-15`3FIBBALSAM FIR / ABIES BALSAMEA6` HT.B&BAS SHOWNPIWWHITE PINE / PINUS STROBUS6` HT.B&BAS SHOWNARBTECHNY ARBORVITAE / THUJA OCCIDENTALIS 'TECHNY'6` HT.B&BAS SHOWN112115H 40`-65` W 15`-25`H 40'-60' W 20`-40`H 30`-35' W 10`-15`SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-PLP01.DWG 2219CHANHASSEN, MINNESOTA04/21/2025RMBRMBEJKPIONEER RIDGEOVERALL PRELIMINARYLANDSCAPE PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE12/13/24PIONEER RIDGE, LLC.04/21/202553774NICHOLAS T. MEYER© 2025 Westwood Professional Services, Inc.###### or ##02/05/202504/07/202504/21/2025..REVISED SITE PLANREVISED SITE PLANREVISED GRADING ALONG NORTH PROPERTY LINE..PROJECT NUMBER: 0050930.00PRELIMINARY PLANT SCHEDULELANDSCAPE PROVISIONS & REQUIREMENTSPRELIMINARYPLANS0'80'160'240'1" = 80'ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUM O.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINERNOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. GROUNDCOVER LEGENDSTORMWATER NATIVESEED MIX 33-261(0.21 AC)EVERGREENTREEDECIDUOUSOVERSTORYSTREET TREEORNAMENTALTREEDECIDUOUSOVERSTORYTREEPLANT LEGENDGENERAL NOTES* ALL STREET BOULEVARDS TO BE SODDED.* ALL DISTURBED AREAS TO BE SODDEDUNLESS NOTED OTHERWISE.* ALL ROW DISTURBANCE TO BE SEEDED SOUTHERN SHORTGRASS ROADSIDE SEED MIX35-2211.TREE LOCATIONS AND SPACING ARE SUBJECT TO CHANGE BASED ON CONSTRUCTED PARKINGLOT, SIDEWALK, AND UTILITY LOCATIONS.2.PARKING LOT TREES SHALL BE PLANTED 5' FROM BACK OF CURB IN A LOCATION THAT DOESNOT INTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER & WATER CONNECTIONS.3.STREET TREES (ON THE PUBLIC RIGHT OF WAY) SHALL BE PLANTED MIN 11' FROM BACK OFCURB OR SIDEWALK IN A LOCATION THAT DOES NOT INTERFERE WITH INDIVIDUAL SEWER,WATER CONNECTIONS, AND EASEMENTS.3.STREET TREES (ON THE PRIVATE RIGHT OF WAY) SHALL BE PLANTED MIN 9' FROM BACK OFCURB OR SIDEWALK IN A LOCATION THAT DOES NOT INTERFERE WITH INDIVIDUAL SEWER,WATER CONNECTIONS, AND EASEMENTS.4.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEENCOMPLETED IN THE IMMEDIATE AREA.5.DECIDUOUS TREES SHOULD BE LOCATED A MINIMUM OF 5' OFF ANY UTILITY PIPE ANDCONIFEROUS TREES TREES SHOULD BE LOCATED A MINIMUM OF 15' OFF ANY UTILITY PIPE.6.NO TREE SHOULD BE LOCATED WITHIN 10' OF A HYDRANT OR 15' FROM A STREETLIGHT.7.NO DECIDUOUS TREE WITHIN 5' OF A SIDEWALK OR TRAIL AND NO CONIFEROUS TREESWITHIN 15' OF A PROPOSED SIDEWALK OR TRAIL.EXISTINGCONIFEROUS TREETO REMAINEXISTINGDECIDUOUS TREETO REMAIN ∆∆∆∆∆∆∆∆∆∆ ∆ ∆∆∆∆∆∆∆∆∆∆∆SXXXX POH POH POH POH POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSTOSANSANSANSANSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOWATWATWAT WAT WAT WAT WAT WAT WATWATWATWATWATWATWATWATWATSTOSTOSTOHHFOFOFOFMFMFMFMFMSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-PLP01.DWG 2220CHANHASSEN, MINNESOTA04/21/2025RMBRMBEJKPIONEER RIDGEPRELIMINARYLANDSCAPE PLAN &NOTES221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE12/13/24PIONEER RIDGE, LLC.04/21/202553774NICHOLAS T. MEYER© 2025 Westwood Professional Services, Inc.###### or ##02/05/202504/07/202504/21/2025..REVISED SITE PLANREVISED SITE PLANREVISED GRADING ALONG NORTH PROPERTY LINE..PROJECT NUMBER: 0050930.00PRELIMINARYPLANS0'50'100'150'1" = 50'1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TOVERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTSOR LANDSCAPE MATERIAL.2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEENCOMPLETED IN THE IMMEDIATE AREA.4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSIONOF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR.5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THEGUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTENACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONEYEAR GUARANTEE COMMENCING UPON PLANTING.6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADESHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS:ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTHRATIO OF NO LESS THAN 5:3.7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOSTCURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES.9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-INMATERIALS IF NECESSARY; TEMPORARY ONLY.10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THETOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWNTO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOTCOLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE.11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAKAPART PEAT POTS.12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POORBRANCHING OF EXISTING AND PROPOSED TREES.13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONEYEAR.15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIORTO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEEDOF ANY SOIL AMENDMENTS.16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECTTOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGERTHAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE.MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE,SHRUBS, AND PERENNIALS.17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUBPLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDEDHARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL ANDORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TOBE FREE OF DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL. ROCK MULCHTO BE BUFF LIMESTONE, 1 1/2" TO 3" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL.ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUALWITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TOINSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE).18.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGINGOR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES ANDSTAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEADAT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKSFOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TOCREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, ORRAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCHEXISTING CONDITIONS (WHERE APPLICABLE).19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOTISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES ANDSHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OFLAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE.SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOTSPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN.20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BEDESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOPDRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATIONSYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMALPROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRSTYEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR.ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THEGENERAL CONTRACTOR.21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANTIS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDEWATER FOR CONTRACTOR.22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREASADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION.23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.24.RAIN GARDEN NOTE: PROVIDE AND INSTALL EROSION CONTROL BLANKET AT RAIN GARDENAREA SIDE SLOPES AFTER ALL PLANTING HAVE BEEN INSTALLED. BLANKET TO BE ONE SEASONGEOJUTE, MN/DOT CATEGORY 2 (STRAW 1S, WOOD FIBER 1S), OR APPROVED EQUAL. BLANKETTO BE OVERLAPPED BY 4" AND ANCHORED BY SOD STAPLES. PLACE BLANKET PERPENDICULARTO THE SLOPE. TRENCH IN EDGES OF BLANKET AREA TO PREVENT UNDER MINING. PROVIDESILT FENCE AT TOP OF SLOPE AS NEEDED. SHREDDED HARDWOOD MULCH TO MATCH OTHERPROJECT PLANTING MULCH. PLACE 4" DEPTH OF MULCH AT ALL PLANTING AND EROSIONCONTROL BLANKET AREA (NO FILTER FABRIC). SEE RAIN GARDEN DETAIL FOR FURTHERINFORMATION. RAIN GARDEN TO PROVIDE PROPER INFILTRATION AND DRAINAGEREQUIREMENTS PER ENGINEERS APPROVAL.PLANTING NOTESEVERGREENTREEDECIDUOUSOVERSTORYSTREET TREEORNAMENTALTREEDECIDUOUSOVERSTORYTREEPLANT LEGENDEXISTINGCONIFEROUS TREETO REMAINEXISTINGDECIDUOUS TREETO REMAINGROUNDCOVER LEGENDSTORMWATER NATIVESEED MIX 33-261(0.7 AC)* ALL STREET BOULEVARDS TO BE SODDED.* ALL DISTURBED AREAS TO BE SODDEDUNLESS NOTED OTHERWISE.* ALL ROW DISTURBANCE TO BE SEEDED SOUTHERN SHORTGRASS ROADSIDE SEED MIX35-221 ∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆ ∆∆∆∆∆∆∆∆∆∆∆∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆∆X XPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHSTOWATWATWATWATWATWATWATWATWATWATWATPOHPOHPOHPOHPOHPOHEX EOF22.504/21/202553774NICHOLAS T. MEYERSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-PLP01.DWG 2221CHANHASSEN, MINNESOTA04/21/2025RMBRMBEJKPIONEER RIDGEPRELIMINARYLANDSCAPE PLAN &DETAILS221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE12/13/24PIONEER RIDGE, LLC.© 2025 Westwood Professional Services, Inc.###### or ##02/05/202504/07/202504/21/2025..REVISED SITE PLANREVISED SITE PLANREVISED GRADING ALONG NORTH PROPERTY LINE..PROJECT NUMBER: 0050930.00PRELIMINARYPLANS0'50'100'150'1" = 50'PLANTING DETAILLAST REVISED:10/19/18DECIDUOUS TREEPLANTINGLA28N.T.S.SET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITH FINISHEDSITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIED BACKFILLSOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.TREE WRAP MATERIAL FROM GROUNDLINEUPWARD TO FIRST BRANCHES, AS REQUIRED.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.2XBALLDIAMETERSET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITHFINISHED SITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIEDBACKFILL SOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.2XBALLDIAMETERLAST REVISED:10/19/18EVERGREEN TREEPLANTINGLA29N.T.S.EVERGREENTREEDECIDUOUSOVERSTORYSTREET TREEORNAMENTALTREEDECIDUOUSOVERSTORYTREEPLANT LEGENDEXISTINGCONIFEROUS TREETO REMAINEXISTINGDECIDUOUS TREETO REMAINGROUNDCOVER LEGENDSTORMWATER NATIVESEED MIX 33-261(0.7 AC)* ALL STREET BOULEVARDS TO BE SODDED.* ALL DISTURBED AREAS TO BE SODDEDUNLESS NOTED OTHERWISE.* ALL ROW DISTURBANCE TO BE SEEDED SOUTHERN SHORTGRASS ROADSIDE SEED MIX35-221 BLUFF CREEK DRIVEPIONEER TRA IL HI G H W A Y 2 1 2 STOSTOSANSANSANSANSANSANSANSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOPATIOGARAGEOLIVIA2-STORYPORCH12345678910111213141516171812345678910111213141516171819202121123STREET ASTREET B123456789101112131457.28 57.28 57.2867.6955.2555.2555.2555.2555.2555.2555.2555.2555.2555.25 PATIOGARAGEOLIVIA2-STORY1920OUTLOT A2OUTLOT B OUTLOT BOUTLOT B OUTLOT COUTLOT D31.5NWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWLNWL NWL NWL NWLNWLNWLNWLNWLNWLNWLNWLNWLNWL0.00.00.00.00.00.00.00.00.10.20.20.20.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.61.21.40.80.60.50.30.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.03.43.92.21.50.80.40.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.00.00.00.00.00.00.03.02.21.00.20.00.00.00.00.00.00.00.04.82.00.40.00.00.00.00.00.00.00.00.03.11.40.40.10.00.00.00.00.00.00.01.60.50.10.00.00.00.00.00.00.90.60.20.00.00.00.00.00.00.20.50.40.00.00.00.00.00.00.00.20.30.00.00.10.10.10.20.00.10.10.00.00.10.10.20.30.00.00.10.10.10.20.40.71.30.00.00.00.10.20.51.12.12.00.00.00.00.10.10.41.63.92.52.40.00.00.00.00.10.41.01.11.41.00.50.20.10.00.00.00.20.30.40.50.40.30.10.10.00.00.00.00.00.10.20.20.20.10.10.00.00.00.00.00.00.00.00.00.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.10.10.10.20.30.00.00.00.00.00.00.00.00.00.10.10.10.20.20.20.20.40.60.50.30.20.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.40.71.42.62.90.00.00.00.00.00.10.10.20.20.40.60.91.22.92.61.10.80.60.30.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.30.50.60.91.90.10.20.30.40.81.62.92.12.52.71.40.70.40.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.20.30.20.40.71.30.70.40.20.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.00.10.10.10.10.00.00.00.10.20.20.10.00.00.00.10.30.30.20.10.40.60.10.61.10.20.72.10.31.42.50.31.94.7ROADWAY CALCULATIONLALALALALALASHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0050930.00\DWG\CIVIL\PRELIM PLANS\0050930C-LL01.DWG 2222CHANHASSEN, MINNESOTA04/21/2025RMBRMBEJKPIONEER RIDGEPHOTOMETRIC PLAN221 RIVER RIDGE CIRCLE SBURNSVILLE, MN 55337PIONEER RIDGE12/13/244125704/21/2025RYAN BLUHMPIONEER RIDGE, LLC.PRELIMINARY PLANS© 2025 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'60'120'180'1" = 60'60'12' or 6'02/05/202504/07/202504/21/2025..REVISED SITE PLANREVISED SITE PLANREVISED GRADING ALONG NORTH PROPERTY LINE..PROJECT NUMBER: 0050930.00EXISTINGPROPOSEDCURB AND GUTTERPHOTOMETRIC LEGEND1.0 FOOT CANDLE ISOLINE0.5 FOOT CANDLE ISOLINE0.1 FOOT CANDLE ISOLINEPOLE MOUNT LIGHT FIXTURE