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Chanhassen Retail Civil PlansN:\0015032.00\DWG\CIVIL\0015032CV.DWG CHANHASSEN RETAIL © 2021 Westwood Professional Services, Inc.BENCHMARKSBM-1XXXXXXXXBM-2XXXXXXXXBM-3XXXXXXXXBM-4XXXXXXXXSHEET INDEXPRELIMINARY PLANSCHANHASSEN RETAILCHANHASSEN, MNPREPARED FOR:KRAUS-ANDERSON REALTY COMPANY501 SOUTH 8TH STMINNEAPOLIS, MN 55404CONTACT: ERICA ARNEPHONE: 952-948-9379EMAIL: EARNE@KAREALTY.COMSITEVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.....................FORFOREXISTING CONDITIONS, SITE, GRADING,EROSION CONTROL, UTILITIES, AND LANDSCAPEPREPARED BY:PROJECT NUMBER: 0015032.00CONTACT: DAVID T. BADEPhone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150PRELIMINARY PLANSCHANHASSEN RETAILCHANHASSEN, MNFORFOREXISTING CONDITIONS, SITE, GRADING, EROSIONCONTROL, UTILITIES, AND LANDSCAPEINITIAL SUBMITTAL DATE: 06/10/2021SHEET: C001 OF XXPROJECT NUMBER: 0015032.00Sheet List TableSheet NumberSheet TitleC001COVERC100EXISTING CONDITIONS AND REMOVALS PLANC200SITE PLANC300GRADING PLANC500UTILITY PLANL100LANDSCAPE PLANL101LANDSCAPE DETAILS 200203SEEESTSSTUGTUGPUG PUGPUGPUG PUG PUG PUG PUG PUG PUGFOFOFOFOFOFOFOFOFO FOGASGASGASGASGASGASGASGASGAS GAS STOSANSANSANSANSANSANSANSANSAN FO FO FO FOFOFO FO FO FOFO∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆DRAINAGE &UTILITY EASEMENTDRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENTACCESS CONTROL PERMNDOT ROW PLAT NO. 10-17UTILITY EASEMENT PERDOC. NO. A49003710.0010.0010.00 10.00 10.0010.00LOT 2BLOCK 169 STALLSXSPRINKLERCONTROLBOXSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STO STO STO STO STO STO STO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SANSANSANSANSANSANSANSANSSSSSSANSANSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASWATWATWATWATWATWATWATWATWATWATWAT PUG PUGPUG PUG PUG PUG PUG PUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFOFO FOFO FOFOFOCTVCTVCTVCTVCTV CTV CTV CTV CTV CTVCTVCTVCTVCTVWATWATWATWATWATWATWATWATWATWATWAT WAT WAT WAT WATTSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTST WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATTEETEESTOSEXISTING BUILDING EXISTINGBUILDINGMISC. STUBABOVE GROUNDTRASHENCLOSURESANSANSANSANSANSANSAN MHRE=924.86IE=913.90 (PER PLAN)SAN MHRE=925.04IE=912.90 (PER PLAN)WATWATWATSTMHRE=922.19IE=915.44 (PER PLAN)CBMHRE=920.69IE=915.60CBMHRE=921.79IE=917.39 (PERPLAN)RE=923.43WATSAN MHRE=922.89IE=911.86STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STWATWATWATWATWATWATWAT WAT WAT WAT WAT WAT WAT WAT WATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSAN SAN SAN SAN SAN SAN SANSANSTOSTOSTOSTOSTOSTOSAN CBMHRE=921.73IE=916.72CBMHRE=922.45IE=918.40 (PER PLAN)STMHRE=923.50IE=918.50 (PER PLAN)SSSSAN MHRE=924.70IE=914.90 (PER PLAN)SAN MHRE=924.50IE=915.50 (PER PLAN)SAN MHRE=925.00IE=916.20 (PER PLAN)EX. 8" SANITARY SEWEREX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWER EX. 4" SANITARY SEWER6" SAN STUBIE=915.40 (PER PLAN)EX. 8" SANITARY SEWER@ 7.12% (PER PLAN)6" WMWITH PLUGEX. 10" WATERMAINEX. 10" WATERMAINEX. 10" WATERMAIN EX. 10" WATERMAINSAN MHRE=922.23IE=910.54SAN MHRE=923.09IE=912.16EX. 12" STM (PER PLAN)EX. 24" STMEX. 27" STMEX. 15" STMEX. 12" PVC EX. 12" PVCEX. 15" STMEX. 24" STM925923923924 924 921922923924925924924925 92292 3\\\\\\\\\\\\\\\\\\\\\\XABBBCDDEEFFFFGGGGHJSHEET NUMBER:DATE:DATE:LICENSE NO. 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 PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0015032.00\DWG\CIVIL\0015032EX.DWG 06/10/2021CHANHASSEN RETAILC100 CHANHASSEN, MN CHANHASSEN RETAIL EXISTING CONDITIONS AND REMOVALS PLAN .06/10/2021 DAVID T. BADE 501 SOUTH 8TH ST MINNEAPOLIS, MN 55404 KRAUS-ANDERSON REALTY COMPANY . . . 06/10/2021NOT FOR CONSTRUCTION© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'30'60'90'1" = 30'. . . . . . . . . . 30' 6' or 3'PROJECT NUMBER: 0015032.00PROPERTY LINE\\\\\\CURB & GUTTERAPPROXIMATE LIMIT OF DISTURBANCESANSANITARY SEWERWATWATER MAINSTOSTORM SEWERCONCRETEBITUMINOUSTREELIGHT POLETRAFFIC SIGNEXISTINGPROPOSEDSANWATSTOCONSTRUCTION BARRICADEWATHYDRANTWATGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETUGPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVRETAINING WALLFENCEXSOIL BORING LOCATIONSB-19XEXISTINGREMOVALS\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\REMOVAL LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTSAND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTORSHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH ASFENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION.3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TOMAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FORREMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALLPERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.REMOVAL NOTESSSX*XXXGRAVELA.REMOVE STORM SEWERB.EXISTING STORM SEWER TO REMAINC.REMOVE STORM STRUCTURED.EXISTING STORM STRUCTURE TO REMAINE.REMOVE GRAVELF.EXISTING BITUMINOUS TO REMAING.EXISTING CURB TO REMAINH.REMOVE AND RELOCATE HYDRANTJ.APPROXIMATE LIMIT OF DISTURBANCEREMOVAL KEYNOTES FUTURE BUILDING15,000 SF75 STALLS REQ'D(5/1000)PROPOSED BUILDING6,652 SFFFE=924.2069 STALLS33 STALLSLOT AREA = 23,618 SFXXX XX 203∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆X15728283231271899'25'18'30'30'17.4'9'9'6'1520'2525251111111R5'R5'R5'R3'R3'R10'22110.3'9'18'9'18'130'1413.7'22.5'26'2581241010SHEET NUMBER:DATE:DATE:LICENSE NO. 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 PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0015032.00\DWG\CIVIL\0015032SP.DWG 06/10/2021CHANHASSEN RETAILC200 CHANHASSEN, MN CHANHASSEN RETAILSITE PLAN .06/10/2021 DAVID T. BADE 501 SOUTH 8TH ST MINNEAPOLIS, MN 55404 KRAUS-ANDERSON REALTY COMPANY . . . 06/10/2021NOT FOR CONSTRUCTION© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'30'60'90'1" = 30'. . . . . . . . . . 30' 6' or 3'PROJECT NUMBER: 0015032.001 B612 CURB AND GUTTER2FLUSH CURB AND GUTTER8PRIVATE CONCRETE SIDEWALK10PRIVATE PARALLEL PEDESTRIAN CURB RAMP14SIGN INSTALLATION15HANDICAP ACCESSIBLE SIGNAGE AND STRIPING18BOLLARD19PAVEMENT SECTIONS21HEAVY DUTY CONCRETE SECTION24CONCRETE CURB AT SIDEWALK25CURB CUT WITH EROSION CONTROL MAT1·ZONING:PUD - PLANNED UNIT DEVELOPMENT·PARCEL DESCRIPTION:LOT 2, BLOCK 1, CROSSROADS OFCHANHASSEN, CARVER COUNTY, MINNESOTA.·OVERALL PROPERTY AREA:191,408 SF (4.39 AC)·NEW PARCEL AREA:23,618 SF (0.54 AC) EXISTING·PERVIOUS SURFACE:107,313 SF (56.07%)·IMPERVIOUS SURFACE(RATIO):84,095 SF (43.93%) PROPOSED·PERVIOUS SURFACE:80,075 SF (41.83%)·IMPERVIOUS SURFACE(RATIO):111,333 SF (58.17%)·BUILDING GROSS SIZE:6,652 SF·PARKING SPACE/DRIVE AISLE:9' WIDE X 18' LONG, 26' AISLE·TOTAL PUD PARKING PROVIDED:304 - SEE PARKING CALCULATIONSSITE DETAILS (SI-0XX)SITE DEVELOPMENT SUMMARY1.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONALSERVICES, MINNETONKA, MN.2.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.3.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.4.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED.5.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.6.ALL CURB RADII ARE SHALL BE 4.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED.7.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.9.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.10.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.11.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPAREDBY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.GENERAL SITE NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5T FUTURE BUILDING15,000 SF75 STALLS REQ'D(5/1000)PROPOSED BUILDING6,652 SFFFE=924.2069 STALLSXXX XX 203STSTO∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆69 STALLSXSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STO STO STO STO STO STO STO STOSTOSTOSTOSTOSTOSTOSTO STO STO STO STO STO STO STO STO STO STO STO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTMHRE=922.19IE=915.44 (PER PLAN)CBMHRE=920.69IE=915.60CBMHRE=921.79IE=917.39 (PERPLAN)STOSTOSTOSTOSTOSTOSTOSTOSTOSTO STSTOSTOSTOSTOSTOSTOCBMHRE=921.73IE=916.72STMHRE=923.50IE=918.50 (PER PLAN)EX. 12" STM (PER PLAN)EX. 27" STMEX. 15" STMEX. 12" PVC EX. 12" PVCEX. 15" STMEX. 24" STM925923923924924 921922923924925924924925 922923921.00921.00921.00921.75922.12922.63922.83923.55923.35922.87923.14924.29924.55924.61922.13924.03923.63923.95921.70921.82922.85922.63922.43923.53922923924923924 923923923923 922922922923924923924924.00924.20923.80924.20924.20924.20923.82923.05922.85922.85922.92922.72922.65923.16922.62924.09923.06924.20923.23923.64SHEET NUMBER:DATE:DATE:LICENSE NO. 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 PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0015032.00\DWG\CIVIL\0015032GD.DWG 06/10/2021CHANHASSEN RETAILC300 CHANHASSEN, MN CHANHASSEN RETAILGRADING PLAN .06/10/2021 DAVID T. BADE 501 SOUTH 8TH ST MINNEAPOLIS, MN 55404 KRAUS-ANDERSON REALTY COMPANY . . . 06/10/2021NOT FOR CONSTRUCTION© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'30'60'90'1" = 30'. . . . . . . . . . 30' 6' or 3'PROJECT NUMBER: 0015032.00PROPERTY LINE982980POND NORMAL WATER LEVELRIDGE LINETOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980WATSANSPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALLGRADING LIMITSGLCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)GRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISEBUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACTLOCATIONS AND NUMBER OF DOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" ASPREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED.THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEELANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMENAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFICCONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THISSHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE ASMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONSARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOWLINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACEGRADE.9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITEGRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OFALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATINGAGENCIES.11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY ALICENSED PROFESSIONAL ENGINEER.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILLBE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKINGMINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, ORAPPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISIONAND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BEEXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALLBE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED INMNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA,SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARYCOMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENTGEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE ORUNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THECONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS ANDINSPECTIONS WITH THE GEOTECHNICAL ENGINEER.1.BASIN EXCAVATION AND PIPE INSTALLATION MAY TAKE PLACE BEFORE CURB INSTALLATION.ALL OTHER BASIN CONSTRUCTION MUST WAIT UNTIL FINAL SITE LANDSCAPING. REMOVESEDIMENT FROM EXCAVATED BASIN PRIOR TO PLACEMENT OF FILTER MEDIA. PLACE SANDBAGS OR SIMILAR ITEM IN CURB CUTS TO PRE-FILTER STORM WATER UNTIL PLANTS AREESTABLISHED IN BASINS. MAINTAIN INLET PROTECTION ON DOWN STREAM INLETS UNTILBASINS ARE ON-LINE.2.BASIN EXCAVATION SHALL BE WITH TOOTHED-BUCKETS TO SCARIFY THE BOTTOM.3.PLACE SILT FENCE AROUND BASINS AS SHOWN IMMEDIATELY AFTER BASIN CONSTRUCTION.4.BASINS MUST BE TESTED FOR INFILTRATION RATE AFTER TOTAL SITE STABILIZATION. A DUALRING INFILTROMETER SHALL BE USED FOR TESTING. MINIMUM INFILTRATION RATE IS 1-INCHPER HOUR. IF BASIN DOES NOT MEET INFILTRATION RATE, CONTRACTOR MUST TAKECORRECTIVE ACTION UNTIL MINIMUM INFILTRATION RATE IS MET. CORRECTIVE ACTION MAYINCLUDE REMOVING PLUG IN DRAIN TILE. ALL TESTING AND CORRECTIVE ACTION SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE INCIDENTAL TO THE CONTRACT,WITH NO DIRECT COMPENSATION MADE.GRADING NOTESFILTRATION/INFILTRATION BASIN NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F. FUTURE BUILDING15,000 SF75 STALLS REQ'D(5/1000)PROPOSED BUILDING6,652 SFFFE=924.20XXX XX 203SSTSSSTOSANSANSANSANSANSANSANSANSAN ∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆XSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STO STO STO STO STO STO STO STOSTOSTOSTOSTOSTOSTOSTO STO STO STO STO STO STO STO STO STO STO STO STOSTOSTOSTOSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SANSANSANSSSSSSANSANSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSTOSSANSANSANSANSANSAN MHRE=924.86IE=913.90 (PER PLAN)SAN MHRE=925.04IE=912.90 (PER PLAN)WATWATWATSTMHRE=922.19IE=915.44 (PER PLAN)CBMHRE=920.69IE=915.60CBMHRE=921.79IE=917.39 (PERPLAN)WATSAN MHRE=922.89IE=911.86STOSTOSTOSTOSTOSTOSTOSTOSTOSTO STWATWATWATWATWATWATWAT WAT WAT WAT WAT WAT WAT WAT WATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSAN SAN SAN SAN SAN SAN SANSANSTOSTOSTOSTOSTOSTOSAN CBMHRE=921.73IE=916.72STMHRE=923.50IE=918.50 (PER PLAN)SSSSAN MHRE=924.70IE=914.90 (PER PLAN)SAN MHRE=924.50IE=915.50 (PER PLAN)SAN MHRE=925.00IE=916.20 (PER PLAN)EX. 8" SANITARY SEWEREX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWER EX. 4" SANITARY SEWER6" SAN STUBIE=915.40 (PER PLAN)EX. 8" SANITARY SEWER@ 7.12% (PER PLAN)6" WMWITH PLUGEX. 10" WATERMAINEX. 10" WATERMAINEX. 10" WATERMAIN EX. 10" WATERMAINSAN MHRE=922.23IE=910.54SAN MHRE=923.09IE=912.16EX. 12" STM (PER PLAN)EX. 27" STMEX. 15" STMEX. 12" PVC EX. 12" PVCEX. 15" STMEX. 24" STMCONNECT TOEXISTING SAN STUBIE=915.40 (PER PLAN)CONNECT TO EXISTING6" WM STUBREMOVE ANDRELOCATE HYDRANT.CONNECT TO EXISTING6" WM STUB6" SAN STUBIE=917.206" WM SERVICE -COMBINED FIRE &DOMESTIC93 LF - 6" SANSEWER @ 2.9%93 LF - 6" WM75 LF - 6" WMRELOCATED HYD & GV131 LF - 24" STM @ 0.65%36 LF - 24" STM @ 0.65%STMH 101RE=922.52IE=915.87STMH 100RE=922.77IE(W)=916.00IE(E&N)=915.64CONNECT TO EX. CBMHIE=916.7248 LF - 12" STM@ 1.04%75'x26' STORMTECH SC=740CHAMBER SYSTEMVOLUME = 4023 CFBTM ROCK= 917.0038 LF - 12" STM@ 1.32%STM 200STORM FILTER TREATMENT DEVICERE=922.78IE(E)=916.24IE(S)= 917.45STMH 201RE=922.94IE(N)=917.50IE(S)=917.50STMH 301RE=921.00IE=918.00STMH 300RE=922.83IE(E)=915.87IE(S)=917.503'SUMP IE=914.509 LF - 9" STM @ 0.5%STMH 301RE=921.00IE=918.00STMH 301RE=921.00IE=918.00STMH 300RE=922.94IE(SW,SE,N)=917.503'SUMP IE=914.5015 LF - 12" STM @ 3.3%24 LF - 12" STM @ 1.0%SHEET NUMBER:DATE:DATE:LICENSE NO. 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 PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0015032.00\DWG\CIVIL\0015032UT.DWG 06/10/2021CHANHASSEN RETAILC500 CHANHASSEN, MN CHANHASSEN RETAILUTILITY PLAN .06/10/2021 DAVID T. BADE 501 SOUTH 8TH ST MINNEAPOLIS, MN 55404 KRAUS-ANDERSON REALTY COMPANY . . . 06/10/2021NOT FOR CONSTRUCTION© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'30'60'90'1" = 30'. . . . . . . . . . 30' 6' or 3'PROJECT NUMBER: 0015032.00SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETOHPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVFMFMSANITARY SEWER FORCE MAINCURB AND GUTTERUTILITY LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ONRECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEINGEXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE,AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARYSEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFYWITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESSOTHERWISE ARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDINGDIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTORSHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY.THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOTOPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BYTHE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OFTHE CONTRACTOR.7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHENDEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCALGOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION.8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINESHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED.11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALLBE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY.12.ALL WATER LINES SHALL HAVE 8' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS.13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATERTHAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40 PER ASTM D2665. ALL PLASTICSANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THEPIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBING CODE, PART 712.0.14.STORM SEWER PIPE:A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY.B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESSOTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETERSHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321.D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMPMAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PER MINNESOTA PLUMBING CODE, PART 712.15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150.16.POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICALJOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARM SWITCH SHALL BE PART NO. PCVS2(OR EQUIVALENT).17.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THEAS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHERA PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.18.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.19.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONSON PLAN REFLECT THE SUMPED ELEVATIONS.GENERAL UTILITY NOTESSDT FUTURE BUILDING15,000 SF75 STALLS REQ'D(5/1000)PROPOSED BUILDING6,652 SFFFE=924.2069 STALLSXXX XX 203SEEESTSSTUGTUGPUG PUGPUGPUG PUG PUG PUG PUG PUG PUGFOFOFOFOFOFOFOFOFO FOGASGASGASGASGASGASGASGASGAS GAS STOSANSANSANSANSANSANSANSANSANFOFOFOFOFOFOFOFOFOFO ∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆∆69 STALLSXSPRINKLERCONTROLBOXSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STO STO STO STO STO STO STO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SANSANSANSANSANSANSSSSSSANSANSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASWATWATWATWATWATWATWATWATWATWAT FOFOTWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATTEETEESTOSSANSANSANSANSANWATWATWATRE=923.43WATSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STWATWATWATWATWATWATWAT WAT WAT WAT WAT WAT WAT WAT WATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSAN SAN SAN SAN SAN SAN SANSANSTOSTOSTOSTOSTOSTOSAN SSSCDCCAAACCCCABBBSHEET NUMBER:DATE:DATE:LICENSE NO. 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 PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0015032.00\DWG\CIVIL\0015032PL.DWG 06/10/2021CHANHASSEN RETAILL100 CHANHASSEN, MN CHANHASSEN RETAILLANDSCAPE PLAN .06/10/2021 JEFF R. WESTENDORF 501 SOUTH 8TH ST MINNEAPOLIS, MN 55404 KRAUS-ANDERSON REALTY COMPANY . . . 06/10/2021NOT FOR CONSTRUCTION© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'30'60'90'1" = 30'. . . . . . . . . . 30' 6' or 3'PROJECT NUMBER: 0015032.00LANDSCAPE LEGENDSHRUBS / VINESOVERSTORY DECIDUOUS TREEORNAMENTAL TREEPERENNIALSEDGERBOULDERSASHREDDED HARDWOOD MULCH (TYP.)BEDGER (TYP.)CSOD (TYP.)DROCK MULCHALANDSCAPE KEYNOTESB&B12BOL2.5" CAL.B&B8ABM2.5" CAL.20MNS18" O.C.#1 CONT.AUTUMN BLAZE MAPLEBOULEVARD LINDENOVERSTORY TREEABBREVIATIONS: 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.MAY NIGHT SALVIAROOTSIZEBOTANICAL NAMEACER X FREEMANII 'JEFFERS RED'TILIA AMERICANA 'BOULEVARD'SALVIA X NEMOROSA 'MAY NIGHT'AS SHOWNAS SHOWNX" O.C.SPACINGPRELIMINARY PLANT SCHEDULECOMMONCODEQTY20ORNAMENTAL TREE7B&B4PFC1.5" CAL.B&BPRC1.5" CAL.3PRAIRIE ROSE CRABPRAIRIEFIRE CRABMALUS 'PRAIRIE ROSE'MALUS 'PRAIRIEFIRE'AS SHOWNAS SHOWNDECIDUOUS SHRUB3325NFS3'-0" O.C.#5 CONT.NEON FLASH SPIREASPIRAEA JAPONICA 'NEON FLASH'X'-X" O.C.8DGN4'-0" O.C.#5 CONT.DART'S GOLD NINEBARKPHYSOCARPUS OPULIFOLIUS 'DART'S GOLD'X'-X" O.C.PERENNIALS10226SDO12" O.C.#1 CONT.STELLA DE ORO DAYLILYHEMEROCALLIS 'STELLA DE ORO'X" O.C.56KFG24" O.C.#1 CONT.KARL FOERSTER FEATHER REED GRASSCALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'X" O.C. SHEET NUMBER:DATE:DATE:LICENSE NO. 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 PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0015032.00\DWG\CIVIL\0015032PL.DWG 06/10/2021CHANHASSEN RETAILL101 CHANHASSEN, MN CHANHASSEN RETAILLANDSCAPE DETAILS .06/10/2021 JEFF R. WESTENDORF 501 SOUTH 8TH ST MINNEAPOLIS, MN 55404 KRAUS-ANDERSON REALTY COMPANY . . . 06/10/2021NOT FOR CONSTRUCTION© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'###########1" = ###. . . . . . . . . . ### ### or ##PROJECT NUMBER: 0015032.00LAST REVISED:10/23/18SHRUB & PERENNIALCONTAINER PLANTINGLA27-CN.T.S.2XCONT.DIAMETERSET CONTAINER ROOT SOIL ONUNDISTURBED SUBSOIL OR MILDCOMPACTED SOIL FOR DEPTH TO MATCHFINISH GRADESCARIFY SIDES AND BOTTOM OF HOLE.DEPTH PER CONTAINER SOIL DEPTHBACKFILL PLANT PIT WITH SPECIFIEDPLANTING SOIL OR AS APPROVEDEDGING AT PLANTING BEDS, AS SPECIFIED,ADJACENT TO LAWN AREASMULCH AS SPECIFIED (AND FILTER FABRIC,AS INDICATED)REMOVE CONTAINER, SCARIFY SIDES, ANDSET SOIL MASS ON COMPACTED SOIL BASEMOUND, MATCHING SHRUBS NATURALGROUNDLINE WITH FINISHED GRADELAST 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.1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OFALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR 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 BEEN COMPLETED IN THEIMMEDIATE AREA.4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BIDAND/OR QUOTE BY THE LANDSCAPE CONTRACTOR.5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THEDATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING.REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING.6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL 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 WIDTH RATIO OF NO LESSTHAN 5:3.7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT 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-IN MATERIALS IF NECESSARY;TEMPORARY ONLY.10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED &BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR.WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLYABOVE FINISHED GRADE.11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS.12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OFEXISTING 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 ONE YEAR.15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING.LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS.16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW)AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, ANDLARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12"DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS.17.PROVIDE A MINIMUM OF 4" TOPSOIL IN LAWN AREAS AND 12" TOPSOIL IN LANDSCAPE BEDS. ADD SOILAMENDMENTS FOR OPTIMUM PLANT GROWTH. ALL PARKING ISLAND GRADES SHALL HAVE A SIGNIFICANTCROWN.18.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDSSHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUNDALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDEDHARDWOOD MULCH. SINGLE TREE AND SHRUB PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOODMULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING,EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. MULCH TO BE FREE OF DELETERIOUSMATERIAL AND MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NOEXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCHEXISTING CONDITIONS (WHERE APPLICABLE).19.EXISTING TREES AND SHRUBS, AROUND THE SITE, SHALL BE PRUNED TO REMOVE DEAD OR UNDESIRABLE LIMBSAND TO SHAPE PLANT FOR DESIRABLE APPEARANCE AND COMPLETED BY A QUALIFIED INDIVIDUAL. CONTRACTORTO CLEAR AND GRUB EXISTING VEGETATION AND DISPOSE OF ALL REMOVALS OFF-SITE PER PROJECTIMPROVEMENTS.20.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE,AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NOGREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUTDAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPEDDEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, ORRAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS(WHERE APPLICABLE).21.ALL DISTURBED AREAS TO BE SODDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITHSHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWNAND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS ANDENSURE 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.22.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPECONTRACTOR. SEE PLAN FOR LIMITS OF IRRIGATION. LANDSCAPE WITHIN LANDSCAPE/IRRIGATION DASHED LINETO BE IRRIGATED FROM BUILDING. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPEARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO WATER PLANTMATERIAL DURING INSTALLATION AND DURING ESTABLISHMENT PERIOD. OWNER WILL NOT PROVIDE WATER FORCONTRACTOR. VOLUME OF WATER TO BE PER PLANT REQUIREMENT FOR ESTABLISHMENT AND NORMAL GROWTH.CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEMSHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVEONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULINGCAN BE OBTAINED FROM THE GENERAL CONTRACTOR.23.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THESITE DISTURBED DURING CONSTRUCTION.24.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.25.VERIFY ALL LANDSCAPE IMPROVEMENTS WITH REMOVALS AND SITE WORK.26.ALL DISTURBED LANDSCAPED AREAS, NOT INDICATED AS PLANTING BEDS, ARE TO BE SODDED, UNLESS NOTEDOTHERWISE. SOD IS TO BE PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTOEXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED.27.CONTRACTOR TO VERIFY PLANTS REQUIRED AS REFLECTED ON PLAN, NOTIFY LANDSCAPE ARCHITECT IF PLAN ANDSCHEDULE DO NOT MATCH. ALL PLANT MATERIAL TO ADHERE TO THE AMERICAN STANDARD FOR NURSERYSTOCK, LATEST VERSION. ADD FERTILIZER, HERBICIDE, AND PESTICIDE AS NECESSARY FOR OPTIMUM GROWTH.PLANTING NOTES