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Preliminary Development Plans
N:\0031776.00\DWG\CIVIL\0031776CV.DWG RIVER VALLEY INDUSTRIAL CENTER © 2021 Westwood Professional Services, Inc.SHEET INDEXPRELIMINARYDEVELOPMENT PLANSRIVER VALLEY INDUSTRIALCENTERCHANHASSEN, MINNESOTAPREPARED FOR:CAPSTONE INVESTORS, LLC102 JONATHAN BLVD N #200CHASKA, MN 55318CONTACT: JOEL BUTTENHOFFPHONE: 952-368-9009EMAIL: JOEL@CORNERSTONE-MN.COMSITEVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.108/03/2021CITY SUBMITTALALL..................FORPREPARED BY:PROJECT NUMBER: 0031776.00CONTACT: DANIEL M. PARKSPhone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150PRELIMINARYDEVELOPMENT PLANSRIVER VALLEY INDUSTRIAL CENTERCHANHASSEN, MINNESOTAFORINITIAL SUBMITTAL DATE: 08/03/2021SHEET: C001PROJECT NUMBER: 0031776.00SHEET NUMBERSHEET TITLEC001COVERC100BOUNDARY SURVEYC101EXISTING CONDITIONS & REMOVALS PLANC102PRELIMINARY PLATC200CIVIL SITE PLANC300GRADING & DRAINAGE PLANC400EROSION CONTROL PLANC500UTILITY PLAN PUGPUGPOHPOHPOHPOHPOHPOHPOHPOHXXXXEEEEEEEEEEE DSDSDSDSDSDSDSDSDSFFE=759.46DSDSDSDSDSDSDSDSFFE=760.00SSTEEEESC RO P C R O P C RO PCROPCRO PCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROP C RO P C RO P CRO P CROPCROP CROPFOFO FOGASGASGASGASGASGASGAS GASPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSTOSTOWATWAT WAT WAT WAT WATWATSANSANSAN SANSANSANSANSANSANSANRE=755.72INV SW=752.07RE=755.7INV NE/NW=751.77RE=755.62INV NW=749.72INV SE/SW UNABLE TO MEASURERE=756.10NO INVERTSRE=756.37INV SW/NW=751.87RE=756.74INV SE=753.34RE=756.42INV N/SE=751.62INV E UNABLE TO MEASURERE=756.48INV W=752.58RE=757.20INV S=752.55RE=757.90INV NE=750.55RE=757.30INV N/W=750.90RIM=757.21INV=747.46RIM=757.93INV=748.58WATER TOWERTRANSMISSIONLINE TOWERTANKSELEVATEDWALKWAYBUILDINGBUILDINGELEVATEDWALKWAYTANKSBUILDING756756 757757757 757757757758758758758758 758759 7597597597597 5 5 7557 5 5 7 5 5 7 6 0 7 6 0 7 6 0 7 5 4754 7567 5 6 7 5 6 7 5 6 7 5 7 7 5 7 7 5 7 7 5 7 7 5 8 7 5 8 7 5 8 7 5 8 7 5 9 7 5 9 7597 5 97577577577577587597577577577577587587597597597587 5 9 7 5 6 7 5 7 7 5 8 7 5 6 7 5 7 7 5 8 75 9 7 5 9 759759758759757758756757758759758757 759 75 8 7577584" PVC CULVERTINV=757.324" PVC CULVERTINV=756.80RETAINING WALLL= 2 7 0 . 5 7 R= 1 4 9 4 . 6 5© 1 ( 6 ( 6 : 6 : 6 (6 :6 : L=611.54R=11425.71© 6 : L=314.39R=420.00© 1 (L=96.91R=505.00© 5.006 (L=212.25R=510.00© 1 (ELECTRICCABINETELECTRIC EASEMENTPER DOC NO. A432512TRANSMISSION LINE EASEMENTPER DOC NO. A455245AUDUBON ROAD CHASKA BLVD. (COUNTY ROAD 61)STOUGHTON AVENUEAREA NOT FULLY SURVEYEDAREA NOT SURVEYED125.00 P A R C E L 1 PARCEL 2 PARCEL 3 TFOMAILESSSWSTSFOFO FO PU G PU G PU G GASGASGASGAS GASGASFOFO SANSANSANSANSANS TO S TO S TO S TOSTORIM=758.96INV=749.77RIM=759.21INV=749.73RIM=755.61INV=751.60RIM=758.33INV=750.49RE=756.31INV NE/NW=751.88RE=753.61INV SE=753.32RE=753.35INV SW/SE=750.867STOSIGNROCK LANDSCAPINGGUARD RAIL7587577567587 5 7755N:\0031776.00\DWG\0031776-V-SURV.DWG CHANHASSEN, MINNESOTA08/03/2021...RIVER VALLEY INDUSTRIAL CENTERBOUNDARY SURVEY102 JONATHAN BLVD N #200CHASKA, MN 55318RIVER VALLEY INDUSTRIAL CENTERC10008/03/2021CHRIS R. FOLEY5534308/03/2021CAPSTONE INVESTORS, LLCNOT FOR CONSTRUCTION© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com###### or ##08/03/2021....CITY SUBMITTAL....PROJECT NUMBER: 0031776.000'80'160'240'1" = 80'LEGAL DESCRIPTIONParcel 1:That part of the Northwest Quarter of Section 3, Township 115, Range 23, Carver County, Minnesota, describedas follows: Beginning at a point in the West line of said Section 3 distant 1795.7 feet due South of the Northwestcorner thereof, said point being in the Southeasterly right of way line of the Minneapolis & St. Louis Railroad;thence running Northeasterly along said right of way line 997.8 feet; thence running due South parallel with theWest line of said Section 3, 272.18 feet to a point in the centerline of the industry spur track, said point being theactual point of beginning of the tract of land to be described, said point also being in a curve having a radius of694.69 feet, the radius point of said curve being South 46 degrees 57 minutes East, 694.69 feet from said actualpoint of beginning; thence running Northeasterly along the centerline of said industry spur track and along the arcof said curve to the right a distance of 89.72 feet to the end of said curve; thence running North 50 degrees 27minutes East tangent to said curve and along the centerline of said industry spur track 1270.56 feet to thebeginning of a curve to the left having a radius of 599.39 feet; thence running Northeasterly along the arc of saidcurve to the left and along the centerline of said industry spur track, a distance of 307.21 feet to the end of saidcurve; thence running North 21 degrees 05 minutes East tangent to said curve and along the centerline of saidindustry spur track, 151.69 feet to the beginning of a curve to the right having a radius of 532.18 feet; thencerunning Northeasterly along the arc of said curve to the right and along the centerline of said industry spur track142.42 feet to its intersection with the Southeasterly right of way line of the Minneapolis & St. Louis Railroad, saidpoint being 48.93 feet Southwesterly from the North line of said Section 3 as measured along said Southeasterlyright of way line; thence running Northeasterly along said Southeasterly right of way line 48.93 feet to a point in theNorth line of said Section 3; thence running East along said North line 146.4 feet, more or less to the Northwestcorner of the parcel of land conveyed to St. John's Evangelical Lutheran Church as recorded in Book 46 Deeds,Page 19, filed August 23, 1950; thence running South at right angles 593.85 feet; thence deflecting 53 degrees 47minutes to the right and running Southwesterly parallel with the Northerly right of way line of the Chaska andShakopee Road, 150 feet; thence deflecting 53 degrees 47 minutes to the left and running Southerly 175 feet to apoint on the Northerly right of way line of the Chaska and Shakopee Road; thence running Southwesterly alongsaid Northerly right of way line 1676.9 feet; more or less, to a point on a line drawn parallel with the West line ofsaid Section 3 from the actual point of beginning; thence running North along said parallel line 367.62 feet, moreor less, to the actual point of beginning.For the purpose of this description the West line of Section 3, Township 115, Range 23 is considered to be a dueNorth and South line.Except that part lying West of the following described Line A:Commencing at a point on the West line of said Northwest Quarter distant 1655.37 feet Southerly from theNorthwest corner thereof, said West line has an assumed bearing of South 0 degrees 33 minutes 32 secondsWest, said point being on the Northerly line of the Chicago and North Western Railroad Company right of way;thence North 51 degrees 08 minutes 10 seconds East along said right of way line 1218.17 feet to the actual pointof beginning of Line A to be described; thence South 23 degrees 43 minutes 37 seconds East 8.72 feet; thenceSoutherly 228.75 feet along a tangential curve concave to the West having a radius of 510.00 feet and a centralangle of 25 degrees 41 minutes 55 seconds; thence North 88 degrees 01 minutes 42 seconds West and nottangent to said curve 5.00 feet; thence Southerly 96.91 feet along a non-tangential curve concave to the Westhaving a radius of 505.00 feet and a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing ofSouth 07 degrees 28 minutes 09 seconds West; thence South 12 degrees 57 minutes 59 seconds West, tangentto last described curve, 143.07 feet; thence Southerly 330.26 feet along a tangential curve concave to the Easthaving a radius of 420.00 and a central angle of 45 degrees 03 minutes 13 seconds, and there terminating.ANDExcepting therefrom the following described tract:That part of the Northeast Quarter of the Northwest Quarter of Section 3, Township 115 North, Range 23 West ofthe 5th Principal Meridian, described as follows:Commencing at the Northwest corner of the Northwest Quarter of said Section 3; thence on an assumed bearingof South 88 degrees 52 minutes 27 seconds East along the North line of said Northwest Quarter a distance of2286.69 feet; thence South 01 degree 21 minutes 25 seconds West a distance of 195.90 feet to the point ofbeginning of the land to be described; thence South 52 degrees 44 minutes 44 seconds West a distance of 412.15feet; thence South 34 degrees 48 minutes 12 seconds East to the intersection with the Westerly line of the parcelconveyed to Northern States Power Company by the document filed in Book 61 of Deeds, Page 58, in the office ofthe Carver County recorder; thence Northerly along said Westerly line to the Northwesterly line of said conveyedparcel; thence Northeasterly along said Northwesterly line to the intersection with the Westerly line of the parcelconveyed to St. John's Evangelical Lutheran Church by the document filed in Book 46 of Deeds, Page 19, in theoffice of the Carver County Recorder; thence Northerly along said West line to the intersection with a line bearingNorth 52 degrees 44 minutes 44 seconds East from the point of beginning; thence South 52 degrees 44 minutes44 seconds West to the point of beginning.Carver County, MinnesotaAbstract PropertyParcel 2:That part of the Northwest Quarter of Section 3, Township 115 North, Range 23 West, Carver County, Minnesota,described as follows:Beginning at a point in the West line of said Section 3 distant 1795.7 feet South of the Northwest corner thereof,said point being in the Southeasterly right-of-way line of the Chicago and Northwestern Railroad Company; thencerunning Northeasterly along said right-of-way line 997.8 feet to a point (which point is the Northwest corner of thetract previously conveyed to American Sugar-Company as described in Book 44 of Deeds, Page 8 thereof), whichpoint is the true point of beginning of the tract conveyed; thence running South parallel with the West line of saidSection 3, 272.18 feet to a point (which point is the Northwest corner of the tract previously conveyed to M.A.Gedney Company as described in Book 61 of Deeds, Page 251 thereof) in a curve having a radius of 694.69 feet,the radius point of said curve being South 46 degrees 57 minutes East 694.69 feet from said point; thence runningNortheasterly along the Northwesterly line of the tract previously conveyed to M.A. Gedney Company as describedin Book 61 of Deeds, Page 251 thereof and along the arc of said curve to the right a distance of 89.72 feet to theend of said curve; thence running North 50 degrees 27 minutes East tangent to said curve 1270.56 feet to thebeginning of a curve to the left having a radius of 599.39 feet; thence running Northeasterly along the arc of saidcurve to the left a distance of 307.21 feet to the end of said curve; thence running North 21 degrees 05 minutesEast tangent to said curve 151.69 feet to the beginning of a curve to the right having a radius of 532.18 feet;thence running Northeasterly along the arc of said curve to the right 142.42 feet to its intersection with theSoutheasterly right-of-way line of Chicago and Northwestern Railway Company railroad, said point being 48.93feet Southwesterly from the North line of said Section 3 as measured along said Southeasterly right-of-way line;thence running Southwesterly along said Southeasterly right-of-way line of Chicago and Northwestern RailwayCompany railroad to the point of beginning.Except that part lying West of the following described Line A:Commencing at a point on the West line of said Northwest Quarter distant 1655.37 feet Southerly from theNorthwest corner thereof, said West line has an assumed bearing of South 0 degrees 33 minutes 32 secondsWest, said point being on the Northerly line of the Chicago and North Western Railroad Company right of way;thence North 51 degrees 08 minutes 10 seconds East along said right of way line 1218.17 feet to the actual pointof beginning of Line A to be described; thence South 23 degrees 43 minutes 37 seconds East 8.72 feet; thenceSoutherly 228.75 feet along a tangential curve concave to the West having a radius of 510.00 feet and a centralangle of 25 degrees 41 minutes 55 seconds; thence North 88 degrees 01 minutes 42 seconds West and nottangent to said curve 5.00 feet; thence Southerly 96.91 feet along a non-tangential curve concave to the Westhaving a radius of 505.00 feet and a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing ofSouth 07 degrees 28 minutes 09 seconds West; thence South 12 degrees 57 minutes 59 seconds West, tangentto last described curve, 143.07 feet; thence Southerly 330.2 feet along a tangential curve concave to the Easthaving a radius of 420.00 feet and a central angle of 45 degrees 03 minutes 13 seconds and there terminating.Carver County, MinnesotaAbstract PropertyParcel 3:Outlot D, Crystal Addition, Files of the Registrar of Titles, Carver County, Minnesota.Torrens PropertyGUY WIREFLARED END SECTIONSANITARY MANHOLECATCH BASINELECTRIC MANHOLEELECTRIC TOWERPOWER POLEELECTRIC BOXELECTRIC METERSIGNSTREET LIGHTPOWER OVERHEADPOWER UNDERGROUNDWATERMAINFIBER OPTICSANITARY SEWERSTORM SEWERGATE VALVEGAS LINEHYDRANTSTORM MANHOLELEGENDFENCE LINECURB & GUTTERCONCRETE SURFACEBITUMINOUS SURFACEGRAVEL SURFACEFOUND MONUMENT (SEE LABEL)GASPOHPUGSANSTOWATFOSSTEEEXEASEMENT LINEBOUNDARY LINEMAST ARMDOWNSPOUTDSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE: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 MINNESOTA POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHXXXXXXXXXXXXEEEEEEEEEEEDSDSDSDSDSDSDSDSDSFFE=759.46DSDSDSDSDSDSDSDSFFE=760.00SSTEEEESXCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPFOFOFOFOFOFO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGASPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOWATWATWATWATWATWATWATWATWAT WATWAT WATWATWAT WATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANRE=755.72INV SW=752.07RE=755.7INV NE/NW=751.77RE=755.62INV NW=749.72INV SE/SW UNABLE TO MEASURERE=756.37INV SW/NW=751.87RE=756.74INV SE=753.34RE=756.42INV N/SE=751.62INV E UNABLE TO MEASURERE=756.48INV W=752.58RE=757.20INV S=752.55RIM=757.21INV=747.46RIM=757.93INV=748.58ELEVATED WATER TANKTRANSMISSIONLINE TOWERBUILDING4" PVC CULVERTINV=757.324" PVC CULVERTINV=756.80RETAINING WALLELECTRICCABINETAUDUBON ROADCHASKA BLVD. (COUNTY ROAD 61)STOUGHTON AVENUEAREA NOT FULLY SURVEYEDSANSANSANSANSANSANSANSANSANSTOSTOSTOSANSANSANSANSANSANSANSANSANSANSSSSGASGASGASGASGASFOFOFOFOFOFOSTSTOSTOSTOSTOSTOSTOSTOSTOSTOSTORIM=758.96INV=749.77RIM=759.21INV=749.73RIM=758.33INV=750.49RE=756.31INV NE/NW=751.88RE=753.61INV SE=753.32RE=753.35INV SW/SE=750.867SIGNROCK LANDSCAPINGGUARD RAILWPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGEMAILTCRYSTAL LANEC-STORERIGHT-INEXISTING BITUMINOUSEXISTINGREMOVEABANDONEDBUILDINGSREMOVE TANKS,WALKWAYS, ANDEQUIPMENT\\\\\\\\\\\\\\REMOVE CURB ANDBITUMINOUS APRONREMOVE CURB\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\REMOVE BITUMINOUS PAVEMENTREMOVE RETAINING WALLAND FENCEAPPROXIMATE DISRUPTION LIMITSAPPROXIMATE DISRUPTION LIMITSAPPROXIMATE DISRUPTION LIMITSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE: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:\0031776.00\DWG\CIVIL\0031776EX01.DWG CHANHASSEN, MINNESOTA08/03/2021...RIVER VALLEY INDUSTRIAL CENTEREXISTING CONDITIONS &REMOVALS PLAN102 JONATHAN BLVD N #200CHASKA, MN 55318RIVER VALLEY INDUSTRIAL CENTERC10108/03/20211891908/03/2021DANIEL M. PARKSCAPSTONE INVESTORS, LLCNOT FOR CONSTRUCTION© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'40'80'120'1" = 40'40'8' or 4'1208/03/2021....CITY SUBMITTAL....PROJECT NUMBER: 0031776.00SOIL BORINGPIEZOMETERPOST INDICATOR VALVEGUY WIREFLARED END SECTIONSANITARY MANHOLEBEEHIVE CATCH BASINCATCH BASINELECTRIC MANHOLEELECTRIC TOWERSEWER CLEANOUTPOWER POLEELECTRIC BOXELECTRIC METERSIGNHANDICAPPED STALLMONITORING WELLCABLE TV BOXNATURAL GAS METERSTREET LIGHTMAIL BOXPERC TESTWETLANDSTEEL/WOOD POSTBUSH/SHRUBCONIFEROUS TREEDECIDUOUS TREEPOWER OVERHEADTELEPHONE UNDERGROUNDTELEPHONE OVERHEADPOWER UNDERGROUNDWATERMAINFIBER OPTICSANITARY SEWERSTORM SEWERGATE VALVEWATER MANHOLEGAS LINECABLE TELEVISION LINEWELLCURB STOP BOXHYDRANTWATER METERHAND HOLE/JUNCTION BOXSTORM MANHOLETELEPHONE BOXTELEPHONE MANHOLELEGENDCULVERTNATURAL GAS VALVEFIRE DEPARTMENT CONNECTIONFENCE LINECONTROLLED ACCESSCURB & GUTTERCONCRETE SURFACEBITUMINOUS SURFACEGRAVEL SURFACEFOUND MONUMENT (SEE LABEL)AIR CONDITIONERFLAG POLETREE LINECTVGASPOHPUGSANSTOTOHTUGWATFO∆SCOSTWCSWWEEETTTVGGACMAILPMWXHHEASEMENT LINESECTION LINELOT LINEBOUNDARY LINERIGHT-OF-WAY LINESET MONUMENT (SEE LABEL)TRAFFIC SIGNALMAST ARM W/ LIGHTMAST ARMMISCELLANEOUS PEDESTALWEATHER STATIONBENCHOIL WELLTURBINESAGURANATURAL GAS MANHOLENATURAL GAS RISER/SERVICEIRRIGATION MANHOLEMET TOWERMISCELLANEOUS METERIRRIGATION VALVEFIBER OPTIC PEDESTALIRRIGATION SHCABLE TV MANHOLEFIBER OPTIC MANHOLEIRRIGATION SPWINDMILLFARM HYDRANTNATURAL GAS VENT PIPENATURAL GAS WELLREDUCE PRESSURE VALVESTORM INTERCEPTORUNKNOWN MANHOLEOIL MANHOLEDRYWELLCATCH BASIN MANHOLEDOWNSPOUTDOUBLE DETECTOR CHECK VALVESTOCK TANKSEPTIC COVERPOWER POLE WITH LIGHTOIL PUMP JACKMHIDWDSSEPPJOGGMMI.V.OWTVIRPROPERTY LINE\\\\\\CURB & GUTTERSAW CUT PAVEMENTSANSANITARY SEWERWATWATER MAINSTOSTORM SEWERCONCRETEBITUMINOUSBUILDINGTREELIGHT 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*XXX\\\\\\ 81,660 SF BUILDINGFFE = 762.50DOCK ELEV = 758.50NO PARKINGNOPARKINGNOPARKINGNOPARKINGPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSST EEEESPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHTRANSMISSIONLINE TOWERBUILDINGELECTRICCABINETAREA NOT FULLY SURVEYEDAREA NOT SURVEYEDSSSSSTSIGNROCK LANDSCAPINGGUARD RAILWEMAILTEXISTING BITUMINOUSEXISTINGLOT 2 (CHANHASSEN) = 7.89 ACLOT 1 (CHANHASSEN) = 13.39 ACCITY OF CHASKAPROPOSEDBUILDING81,660 SF25'30'25'30'LOT 3 (CHASKA) = 1.13 AC10'25'30'ELECTRIC EASEMENTPER DOC NO. A432512TRANSMISSION LINE EASEMENTPER DOC NO. A455245NORTH LINE OF SEC. 31 2 5 1 (6 ( L=270.57R=1494.65© 1 (L=212. 2 5 R=510.00© 1 (L=314.39R=420.00© 6 : L=611.54R=11425.71© 6 :1 0 7 . 7 0 6 : 6 ( 6 :6 : 5.006 (1 ( 1 (6 ( 6 ( 6 : 6 ( 6 ( L=85.21R=1494.65© L=185.36R=1494.65© 156.20148.29L= 7 7 . 9 0 R= 5 1 0 . 0 0 © L=134.35R=510.00© 45.00614.5015151 2 5 AUDUBON ROADCHASKA BLVD (COUNTY ROAD 61)STOUGHTON AVE666665WIDTH VARIESWIDTH VARIES90CRYSTAL LANEOUTLOT A (CHASKA) = 1.71 ACMINNESOTA VALLEY ELEC CO-OP2070 STOUGHTON AVEMINNESOTA VALLEY ELEC CO-OP2060 STOUGHTON AVEFERRELLGAS LPADDRESS UNASSIGNEDST JOHNS EVANG LUTH CHURCH300 4TH ST E30'84'RIVER VALLEY INDUSTRIAL ADDITIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE: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:\0031776.00\DWG\CIVIL\0031776PP01.DWGCHANHASSEN, MINNESOTA08/03/2021...RIVER VALLEY INDUSTRIAL CENTERPRELIMINARY PLAT102 JONATHAN BLVD N #200CHASKA, MN 55318RIVER VALLEY INDUSTRIAL CENTERC1027/15/2021CHRIS R. FOLEY5534308/03/2021CAPSTONE INVESTORS, LLCNOT FOR CONSTRUCTION© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'60'120'180'1" = 60'60'PROJECT NUMBER: 0031776.00·EXISTING ZONING:IOP - INDUSTRIAL OFFICE PARK DISTRICT·PROPOSED ZONING:IOP - INDUSTRIAL OFFICE PARK DISTRICT·PARCEL DESCRIPTION:SEE SURVEY FOR LEGAL DESCRIPTION·TOTAL PROPERTY AREA: 24.12 ACRESLOT 1 (CHANHASSEN) 13.39 ACRESLOT 2(CHANHASSEN)7.89 ACRESLOT 3 (CHASKA)1.13 ACRESOUTLOT A (CHASKA)1.71 ACRES·PERVIOUS SURFACE:4.02 ACRES (45%)·IMPERVIOUS SURFACE(RATIO):5.00 ACRES (55%)·BUILDING GROSS SIZE:81,660 SFOFFICE (EST. 15%): 12,660 SFWAREHOUSE/COMMON (EST. 85%):69,000 SF·BUILDING SETBACK PER CODE:30'=FRONT10'=SIDE10'=REAR·PARKING SETBACK:10'=FRONT AND ROW (CHASKA)5'=SIDE AND REAR (CHASKA)25'=FRONT, SIDE, AND REAR (CHANHASSEN)·PARKING SPACE/DRIVE AISLE:9' WIDE X 18' LONG, 26' AISLE·PARKING RATIO REQUIREMENTCITY OF CHANHASSENOFFICE5 SPACE / 1000 SF OF OFFICE SPACEWAREHOUSE:1 SPACE / 1000 SF UP TO 10,000 SF PLUS1 SPACE / 2000 SF OVER 10,000 SFOFFICE( 12,660 X 5/1000)64 SPACESWAREHOUSE(10,000 / 1000 + 59,000 / 2000)40 SPACESTOTAL SPACES REQUIRED:104 SPACES·PARKING PROVIDED:110SITE DEVELOPMENT SUMMARYPROPERTY 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 EXISTING LEGAL DESCRIPTIONParcel 1:That part of the Northwest Quarter of Section 3, Township 115, Range 23, Carver County, Minnesota, describedas follows: Beginning at a point in the West line of said Section 3 distant 1795.7 feet due South of the Northwestcorner thereof, said point being in the Southeasterly right of way line of the Minneapolis & St. Louis Railroad;thence running Northeasterly along said right of way line 997.8 feet; thence running due South parallel with theWest line of said Section 3, 272.18 feet to a point in the centerline of the industry spur track, said point being theactual point of beginning of the tract of land to be described, said point also being in a curve having a radius of694.69 feet, the radius point of said curve being South 46 degrees 57 minutes East, 694.69 feet from said actualpoint of beginning; thence running Northeasterly along the centerline of said industry spur track and along the arcof said curve to the right a distance of 89.72 feet to the end of said curve; thence running North 50 degrees 27minutes East tangent to said curve and along the centerline of said industry spur track 1270.56 feet to thebeginning of a curve to the left having a radius of 599.39 feet; thence running Northeasterly along the arc of saidcurve to the left and along the centerline of said industry spur track, a distance of 307.21 feet to the end of saidcurve; thence running North 21 degrees 05 minutes East tangent to said curve and along the centerline of saidindustry spur track, 151.69 feet to the beginning of a curve to the right having a radius of 532.18 feet; thencerunning Northeasterly along the arc of said curve to the right and along the centerline of said industry spur track142.42 feet to its intersection with the Southeasterly right of way line of the Minneapolis & St. Louis Railroad, saidpoint being 48.93 feet Southwesterly from the North line of said Section 3 as measured along said Southeasterlyright of way line; thence running Northeasterly along said Southeasterly right of way line 48.93 feet to a point in theNorth line of said Section 3; thence running East along said North line 146.4 feet, more or less to the Northwestcorner of the parcel of land conveyed to St. John's Evangelical Lutheran Church as recorded in Book 46 Deeds,Page 19, filed August 23, 1950; thence running South at right angles 593.85 feet; thence deflecting 53 degrees 47minutes to the right and running Southwesterly parallel with the Northerly right of way line of the Chaska andShakopee Road, 150 feet; thence deflecting 53 degrees 47 minutes to the left and running Southerly 175 feet to apoint on the Northerly right of way line of the Chaska and Shakopee Road; thence running Southwesterly alongsaid Northerly right of way line 1676.9 feet; more or less, to a point on a line drawn parallel with the West line ofsaid Section 3 from the actual point of beginning; thence running North along said parallel line 367.62 feet, moreor less, to the actual point of beginning.For the purpose of this description the West line of Section 3, Township 115, Range 23 is considered to be a dueNorth and South line.Except that part lying West of the following described Line A:Commencing at a point on the West line of said Northwest Quarter distant 1655.37 feet Southerly from theNorthwest corner thereof, said West line has an assumed bearing of South 0 degrees 33 minutes 32 secondsWest, said point being on the Northerly line of the Chicago and North Western Railroad Company right of way;thence North 51 degrees 08 minutes 10 seconds East along said right of way line 1218.17 feet to the actual pointof beginning of Line A to be described; thence South 23 degrees 43 minutes 37 seconds East 8.72 feet; thenceSoutherly 228.75 feet along a tangential curve concave to the West having a radius of 510.00 feet and a centralangle of 25 degrees 41 minutes 55 seconds; thence North 88 degrees 01 minutes 42 seconds West and nottangent to said curve 5.00 feet; thence Southerly 96.91 feet along a non-tangential curve concave to the Westhaving a radius of 505.00 feet and a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing ofSouth 07 degrees 28 minutes 09 seconds West; thence South 12 degrees 57 minutes 59 seconds West, tangentto last described curve, 143.07 feet; thence Southerly 330.26 feet along a tangential curve concave to the Easthaving a radius of 420.00 and a central angle of 45 degrees 03 minutes 13 seconds, and there terminating.ANDExcepting therefrom the following described tract:That part of the Northeast Quarter of the Northwest Quarter of Section 3, Township 115 North, Range 23 West ofthe 5th Principal Meridian, described as follows:Commencing at the Northwest corner of the Northwest Quarter of said Section 3; thence on an assumed bearingof South 88 degrees 52 minutes 27 seconds East along the North line of said Northwest Quarter a distance of2286.69 feet; thence South 01 degree 21 minutes 25 seconds West a distance of 195.90 feet to the point ofbeginning of the land to be described; thence South 52 degrees 44 minutes 44 seconds West a distance of 412.15feet; thence South 34 degrees 48 minutes 12 seconds East to the intersection with the Westerly line of the parcelconveyed to Northern States Power Company by the document filed in Book 61 of Deeds, Page 58, in the office ofthe Carver County recorder; thence Northerly along said Westerly line to the Northwesterly line of said conveyedparcel; thence Northeasterly along said Northwesterly line to the intersection with the Westerly line of the parcelconveyed to St. John's Evangelical Lutheran Church by the document filed in Book 46 of Deeds, Page 19, in theoffice of the Carver County Recorder; thence Northerly along said West line to the intersection with a line bearingNorth 52 degrees 44 minutes 44 seconds East from the point of beginning; thence South 52 degrees 44 minutes44 seconds West to the point of beginning.Carver County, MinnesotaAbstract PropertyParcel 2:That part of the Northwest Quarter of Section 3, Township 115 North, Range 23 West, Carver County, Minnesota,described as follows:Beginning at a point in the West line of said Section 3 distant 1795.7 feet South of the Northwest corner thereof,said point being in the Southeasterly right-of-way line of the Chicago and Northwestern Railroad Company; thencerunning Northeasterly along said right-of-way line 997.8 feet to a point (which point is the Northwest corner of thetract previously conveyed to American Sugar-Company as described in Book 44 of Deeds, Page 8 thereof), whichpoint is the true point of beginning of the tract conveyed; thence running South parallel with the West line of saidSection 3, 272.18 feet to a point (which point is the Northwest corner of the tract previously conveyed to M.A.Gedney Company as described in Book 61 of Deeds, Page 251 thereof) in a curve having a radius of 694.69 feet,the radius point of said curve being South 46 degrees 57 minutes East 694.69 feet from said point; thence runningNortheasterly along the Northwesterly line of the tract previously conveyed to M.A. Gedney Company as describedin Book 61 of Deeds, Page 251 thereof and along the arc of said curve to the right a distance of 89.72 feet to theend of said curve; thence running North 50 degrees 27 minutes East tangent to said curve 1270.56 feet to thebeginning of a curve to the left having a radius of 599.39 feet; thence running Northeasterly along the arc of saidcurve to the left a distance of 307.21 feet to the end of said curve; thence running North 21 degrees 05 minutesEast tangent to said curve 151.69 feet to the beginning of a curve to the right having a radius of 532.18 feet;thence running Northeasterly along the arc of said curve to the right 142.42 feet to its intersection with theSoutheasterly right-of-way line of Chicago and Northwestern Railway Company railroad, said point being 48.93feet Southwesterly from the North line of said Section 3 as measured along said Southeasterly right-of-way line;thence running Southwesterly along said Southeasterly right-of-way line of Chicago and Northwestern RailwayCompany railroad to the point of beginning.Except that part lying West of the following described Line A:Commencing at a point on the West line of said Northwest Quarter distant 1655.37 feet Southerly from theNorthwest corner thereof, said West line has an assumed bearing of South 0 degrees 33 minutes 32 secondsWest, said point being on the Northerly line of the Chicago and North Western Railroad Company right of way;thence North 51 degrees 08 minutes 10 seconds East along said right of way line 1218.17 feet to the actual pointof beginning of Line A to be described; thence South 23 degrees 43 minutes 37 seconds East 8.72 feet; thenceSoutherly 228.75 feet along a tangential curve concave to the West having a radius of 510.00 feet and a centralangle of 25 degrees 41 minutes 55 seconds; thence North 88 degrees 01 minutes 42 seconds West and nottangent to said curve 5.00 feet; thence Southerly 96.91 feet along a non-tangential curve concave to the Westhaving a radius of 505.00 feet and a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing ofSouth 07 degrees 28 minutes 09 seconds West; thence South 12 degrees 57 minutes 59 seconds West, tangentto last described curve, 143.07 feet; thence Southerly 330.2 feet along a tangential curve concave to the Easthaving a radius of 420.00 feet and a central angle of 45 degrees 03 minutes 13 seconds and there terminating.Carver County, MinnesotaAbstract PropertyParcel 3:Outlot D, Crystal Addition, Files of the Registrar of Titles, Carver County, Minnesota.Torrens Property POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHFFE=759.46FFE=760.00SSTEEEESPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHTRANSMISSIONLINE TOWERBUILDINGELECTRICCABINETTRANSMISSION LINE EASEMENTPER DOC NO. A455245AUDUBON ROAD CHASKA BLVD. (COUNTY ROAD 61)STOUGHTON AVENUEAREA NOT FULLY SURVEYED125. 0 0 SSSSSTROCK LANDSCAPINGGUARD RAILWEMAILTCRYSTAL LANEC-STORERIGHT-INEXISTING BITUMINOUSEXISTING81,660 SF BUILDINGFFE = 762.50DOCK ELEV = 758.5078959109810861011NO PARKINGNOPARKINGNOPARKINGNOPARKINGINFILTRATION PONDBOTTOM ELV = 754.00OUTLET ELEV = 756.50100-YR HWL = 756.68INFILTRATION SWALEBOTTOM ELV = 754.00OUTLET ELEV = 756.5081,660 SF BUILDINGFFE = 762.50DOCK ELEV = 758.5078959109810861011NO PARKINGNOPARKINGNOPARKINGNOPARKINGINFILTRATION PONDBOTTOM ELV = 754.00OUTLET ELEV = 756.50100-YR HWL = 756.68INFILTRATION SWALEBOTTOM ELV = 754.00OUTLET ELEV = 756.50LOT 2 (CHANHASSEN)LOT 1 (CHANHASSEN)CITY OF CHASKA111111S.1S.1S.2S.2S.21515151321AACDDEFEFGHLOT 3 (CHASKA)FFJ73.35'6'18'26'50'26'25'30'25'30'10'25'30'10'1 8 ' 2 6 ' R25'R25'888R60'18'26'18'28.2' 18'26'26'14026.6'6R30' R3 0 ' R5'R10'R10'32212121212124242410101010KMLR50'R5'R22'R5'R30'R5'R5'R15'R10 'R20'R10'R46'R20'R46 ' R10'R10'59'111113OUTLOT A(CHASKA)NNNNNPPPPPOOOOQS.21573' 10'101'30'30'SANITARY DRAIN FIELDSANITARY DRAIN FIELD(RESERVE LOCATION)IIIIIII131313114'SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE: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:\0031776.00\DWG\CIVIL\0031776SP01.DWG CHANHASSEN, MINNESOTA08/03/2021...RIVER VALLEY INDUSTRIAL CENTERCIVIL SITE PLAN102 JONATHAN BLVD N #200CHASKA, MN 55318RIVER VALLEY INDUSTRIAL CENTERC20008/03/20211891908/03/2021DANIEL M. PARKSCAPSTONE INVESTORS, LLCNOT FOR CONSTRUCTION© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'40'80'120'1" = 40'40'8' or 4'1208/03/2021....CITY SUBMITTAL....PROJECT NUMBER: 0031776.00S.1S.10S.2REFERENCESTOP SIGN30" X 30"R1-1SIZEMnDOT DESIGNATIONHANDICAP ACCESSIBLE12" X 18"R7-8M1 B612 CURB AND GUTTER6CONCRETE CROSS GUTTER8PRIVATE CONCRETE SIDEWALK10PRIVATE PARALLEL PEDESTRIAN CURB RAMP11STOP BAR13TRAFFIC ARROW15HANDICAP ACCESSIBLE SIGNAGE AND STRIPING21HEAVY DUTY LOADING DOCK (AT 4' BELOW FFE)24CONCRETE CURB AT SIDEWALK32CURB CUT WITH RIP RAP40RETAINING WALL (SEE ARCH PLANS)1·EXISTING ZONING:IOP - INDUSTRIAL OFFICE PARK DISTRICT·PROPOSED ZONING:IOP - INDUSTRIAL OFFICE PARK DISTRICT·PARCEL DESCRIPTION:SEE SURVEY FOR LEGAL DESCRIPTION·TOTAL PROPERTY AREA: 24.12 ACRESLOT 1 (CHANHASSEN) 13.39 ACRESLOT 2(CHANHASSEN)7.89 ACRESLOT 3 (CHASKA)1.13 ACRESOUTLOT A (CHASKA)1.71 ACRES·PERVIOUS SURFACE:4.02 ACRES (45%)·IMPERVIOUS SURFACE(RATIO):5.00 ACRES (55%)·BUILDING GROSS SIZE:81,660 SFOFFICE (EST. 15%): 12,660 SFWAREHOUSE/COMMON (EST. 85%):69,000 SF·BUILDING SETBACK PER CODE:30'=FRONT10'=SIDE10'=REAR·PARKING SETBACK:10'=FRONT AND ROW (CHASKA)5'=SIDE AND REAR (CHASKA)25'=FRONT, SIDE, AND REAR (CHANHASSEN)·PARKING SPACE/DRIVE AISLE:9' WIDE X 18' LONG, 26' AISLE·PARKING RATIO REQUIREMENTCITY OF CHANHASSENOFFICE5 SPACE / 1000 SF OF OFFICE SPACEWAREHOUSE:1 SPACE / 1000 SF UP TO 10,000 SF PLUS1 SPACE / 2000 SF OVER 10,000 SFOFFICE( 12,660 X 5/1000)64 SPACESWAREHOUSE(10,000 / 1000 + 59,000 / 2000)40 SPACESTOTAL SPACES REQUIRED:104 SPACES·PARKING PROVIDED:110SIGN LEGENDSITE DETAILS (SI-0XX)SITE DEVELOPMENT SUMMARY1.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONALSERVICES, MINNETONKA, MN, 04/06/2021.2.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 3.0 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 PAVEMENTSTANDARD DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5TA PROPOSED TURN LANE STRIPPINGBNOT USEDCSEPTIC DRAIN FIELDDPROPOSED LOT LINEEBUILDING SETBACK LINEFPARKING SETBACK LINEGFULL ACCESS AUTO ONLY ENTRANCEHTRUCK ENTRANCEILANDSCAPED AREAJPROJECT IDENTIFICATION SIGNKSEPTIC TANKSLVERIFY NEW PAVEMENT LINE WITH OWNERMSAWCUT EXISTING PAVEMENTNBITUMINOUS LOADING DOCK (AT FFE)OSTANDARD DUTY BITUMINOUS PAVEMENTPHEAVY DUTY BITUMINOUS PAVEMENTQDOUBLE YELLOW TRAFFIC STRIPESITE KEYNOTESAS.4S.5DO NOT ENTERBEGIN ONE WAY30" X 30"24" X 30"R5-1R6-X1A VARIANCE IS REQUESTED FOR PARKING WITHIN THE SETBACK OF THE COMMON LOT LINE WITHCHANHASSEN & CHASKA.VARIANCE REQUEST 81,660 SF BUILDINGFFE = 762.50DOCK ELEV = 758.50NO PARKINGNOPARKINGNOPARKINGNOPARKINGINFILTRATION PONDBOTTOM ELV = 754.00OUTLET ELEV = 756.50100-YR HWL = 756.68INFILTRATION SWALEBOTTOM ELV = 754.00OUTLET ELEV = 756.50POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHDSDSDSDSFFE=759.46DSDSDSDSDSDSDSDSFFE=760.00SSTEEEESFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGASPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOWATWATWATWATWATWATWAT WATWATWATWAT WATWAT WATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANRE=755.72INV SW=752.07RE=756.37INV SW/NW=751.87RE=756.74INV SE=753.34RE=756.42INV N/SE=751.62INV E UNABLE TO MEASURERE=756.48INV W=752.58RE=757.20INV S=752.55RIM=757.21INV=747.46RIM=757.93INV=748.58TRANSMISSIONLINE TOWERBUILDING4" PVC CULVERTINV=756.80ELECTRICCABINETAUDUBON ROAD CHASKA BLVD. (COUNTY ROAD 61)STOUGHTON AVENUEAREA NOT FULLY SURVEYEDSANSANSANSANSANSANSANSANSANSTOSTOSTOSANSANSANSANSANSANSANSANSANSANSSSGASGASGASFOFOFOFORIM=758.96INV=749.77RIM=759.21INV=749.73RIM=758.33INV=750.49RE=753.61INV SE=753.32ROCK LANDSCAPINGGUARD RAILWPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGETCRYSTAL LANEC-STORERIGHT-INEXISTING BITUMINOUSEXISTING755756 757757757757758758758758758758759759 760760756756757757758758759759755 756757757 758758 7587 5 8 759759760757757757758758758759 758759756756757757 757757757757759756756757757758758759759759759760760754756758758762762760 760754754756756758758 7 6 0 7547547567567587587 6 0 7 6 07607567 5 6 7587587 5 8758 76276 2 7 6 0 7 5 8 76 2 7 6 0 7 5 8 7 6 2 7 6 0 76 2 760 762 LP759.59LP759.47LP759.25LP759.03LP759.81HP761.00HP761.89HP760.80HP762.00758.50758.50758.50758.50758.50758.50759.33762.50762.50762.50762.50762.50HP758.69LP756.617 6 0 7607587587587587 5 8 BW: 758.50BW: 758.58BW: 758.60TW: 759.10TW: 759.61TW: 761.30LP758.82LP758.98756758760760760-1.08%-1.24%-1.62%-0.90%-1.80%-2.10 %-2.58%-3.66 %-2.63%-2.71%-2.83%-3.12%-1.97%-2.11%-1.77%-3.11%-1.88%-1 .27% -2.56% -3.42% -25.00%758.52758.00758.01758.29759.53E.O.F.756.50761.84 (TYP.)761.84 (TYP.)762.50762.50760.00759.00CONSTRUCT 4' UNDULATINGBERM BETWEEN POND ANDROADWAYSANITARYDRAIN FIELDRESERVESANITARY DRAINFIELDE.O.F.758.50761.142.80%761.82761.84SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE: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:\0031776.00\DWG\CIVIL\0031776GD01.DWG CHANHASSEN, MINNESOTA08/03/2021...RIVER VALLEY INDUSTRIAL CENTERGRADING & DRAINAGE PLAN102 JONATHAN BLVD N #200CHASKA, MN 55318RIVER VALLEY INDUSTRIAL CENTERC30008/03/20211891908/03/2021DANIEL M. PARKSCAPSTONE INVESTORS, LLCNOT FOR CONSTRUCTION© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'40'80'120'1" = 40'40'8' or 4'1208/03/2021....CITY SUBMITTAL....PROJECT NUMBER: 0031776.00PROPERTY 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 THIS PLANARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONSPRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONSOF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDINGDIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS ANDNUMBER OF DOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BYTHE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESEAREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLANFOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROLDEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TOCONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALLBE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALLCONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE ASMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARESHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINEUNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE.9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADINGAND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOILMATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSEDPROFESSIONAL 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, WILL BEREQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, INEACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THEINDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTEDAS SPECIFIED HEREIN.14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BECOMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BECOMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD ASOUTLINED IN MNDOT 2105.3F2.16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICALENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALLBE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THEGEOTECHNICAL ENGINEER.GRADING NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.POND HIGH WATER LEVELLAST REVISED:07/29/21TYPICAL INFILTRATION BASIN SECTIONGD01-AN.T.S.4:14: 1 4: 1 4' BERM (VARIES)OUTLET ELEV = 756.50HWL = 756.68BOTTOM = 754.00LAST REVISED:07/29/21TYPICAL INFILTRATION SWALE SECTIONGD01-BN.T.S.4:14: 1 OUTLET ELEV = 756.50HWL = 756.92BOTTOM = 754.00 81,660 SF BUILDING118 STALLSFFE = 762.50DOCK ELEV = 758.50NO PARKINGNOPARKINGNOPARKINGNOPARKINGINFILTRATION PONDBOTTOM ELV = 754.00OUTLET ELEV = 756.50100-YR HWL = 756.68INFILTRATION SWALEBOTTOM ELV = 754.00OUTLET ELEV = 756.50POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHFFE=759.46FFE=760.00STEEEEPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHTRANSMISSIONLINE TOWERBUILDINGELECTRICCABINETAUDUBON ROAD CHASKA BLVD. (COUNTY ROAD 61)STOUGHTON AVENUEAREA NOT FULLY SURVEYEDROCK LANDSCAPINGGUARD RAILWETCRYSTAL LANEC-STORERIGHT-INEXISTING BITUMINOUSEXISTING755756 757757757757758758758758758758759759 760760756756757757758758759759755 756757757 758758 7587 5 8 759759760757757757758758758759 758759756756757757 757757757757759756756757757758758759759759759754756758760760760754756758 7 6 0 7547547567567587587 6 0 7 6 07607607567 5 6 7587 5 8 7 5 8758 7 6 2 7 6 2 7 6 2 76 2 7 6 0 7 5 8 76 2 7 6 0 7 5 8 7 6 2 7 6 0 76 2 760760 762762762 7 6 0 7607587587587587 5 8 SFSFSFSFS F S F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F SF SFSFSFSFSFSFSFSFBIOBIOBIOBIOBIOBIOSFSFSFSFSFSFSFSFSFSFSFSFSFS F SFSFSFSFSFSFSFSFBIOBIO BIOBIOBIOBIOINLET PROTECTION (TYP.)ROCK CONSTRUCTION ENTRANCE (TYP.)SILT FENCE (TYP.)BIO ROLL (TYP.)BIO ROLL ATCURB CUT756758760760760SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE: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:\0031776.00\DWG\CIVIL\0031776EC01.DWG CHANHASSEN, MINNESOTA08/03/2021...RIVER VALLEY INDUSTRIAL CENTEREROSION CONTROL PLAN102 JONATHAN BLVD N #200CHASKA, MN 55318RIVER VALLEY INDUSTRIAL CENTERC40008/03/20211891908/03/2021DANIEL M. PARKSCAPSTONE INVESTORS, LLCNOT FOR CONSTRUCTION© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'40'80'120'1" = 40'40'8' or 4'1208/03/2021....CITY SUBMITTAL....PROJECT NUMBER: 0031776.00PROPERTY LINESILT FENCEPOND NORMAL WATER LEVELROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEMERGENCY OVERFLOWSOIL BORING LOCATIONSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWERINLET PROTECTIONEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOURRETAINING WALLSFGRADING LIMITSCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)TURF REINFORCEMENT MATEROSION CONTROL LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.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, HAYBALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETERESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THECONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION ANDSILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTIONENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITHGRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BYTHE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION ASREQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANYDEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORMSEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BECLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR.ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THETURF IS ESTABLISHED.4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TODETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURINGCONSTRUCTION.6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THEFLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED ENDSECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS.7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITHSEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKSOF COMPLETION OF CONSTRUCTION.8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, ANDCITY.A.TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT30.5-POUNDS PER ACRE.B.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREC.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PERACRE.D.POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.F.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROLBLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAPSEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTIONSHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THEPROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTORSHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TOINSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS ORBUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW.14.PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREETSWEEPING SHALL BE CONCURRENT WITH SITE WORK.GENERAL EROSION CONTROL NOTESSTOWATSANGLSB-19SB-19E.O.F.HEAVY DUTY SILT FENCEHDSFREDUNDANT SILT CONTROLRSC982980982980BIO-ROLLBIO 81,660 SF BUILDING118 STALLSFFE = 762.50DOCK ELEV = 758.50NOPARKINGNOPARKINGNOPARKINGNOPARKINGINFILTRATION PONDBOTTOM ELV = 754.00OUTLET ELEV = 756.50100-YR HWL = 756.68INFILTRATION SWALEBOTTOM ELV = 754.00OUTLET ELEV = 756.50POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHDSDSDSDSDSDSDSDSDSFFE=759.46DSDSDSDSDSDSDSDSFFE=760.00SEEEESCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGASPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STOWATWATWATWATWATWATWATWATWAT WATWATWAT WATWAT WATWATWATWATSANSANSANSANSANSANSANSANSANSANRE=755.72INV SW=752.07RE=756.37INV SW/NW=751.87RE=756.74INV SE=753.34RE=756.42INV N/SE=751.62INV E UNABLE TO MEASURERE=756.48INV W=752.58RE=757.20INV S=752.55RIM=757.21INV=747.46RIM=757.93INV=748.58TRANSMISSIONLINE TOWERBUILDING4" PVC CULVERTINV=757.324" PVC CULVERTINV=756.80ELECTRICCABINETAUDUBON ROADSTOUGHTON AVENUEAREA NOT FULLY SURVEYEDSANSANSANSANSANSANSANSANSANSTOSTOSTOSANSANSANSANSANSANSANSANSANSANSSSSGASGASGASGASGASFOFOFOFOFOFOSTSTOSTOSTOSTOSTOSTOSTOSTOSTOSTORIM=758.96INV=749.77RIM=759.21INV=749.73RIM=758.33INV=750.49RE=756.31INV NE/NW=751.88RE=753.61INV SE=753.32RE=753.35INV SW/SE=750.867SIGNROCK LANDSCAPINGGUARD RAILWPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGEMAILTCRYSTAL LANEC-STORERIGHT-INEXISTING BITUMINOUSEXISTINGFMFMFMFMFMFMFMFMFMFMFMFMFMFMCBMH-103RE=759.86IE=756.83 (S)15" FES-100IE=755.50OCS-202RE=756.55IE=754.00 (NE)STMH-EX-2RE=756.34IE=751.88 (W)203 LF-12" STMSWR @ 0.30%162 LF-12" S TM SW R @ 0 . 3 0%75 LF-15" STMSWR @ 0.30%359 LF-12" STM SWR @ 0.28%63 LF-12" STMSWR @ 0.40%HYD. W/ GATE VALVEGRND ELEV=760.514 LF - 6" DIPHYD. W/ GATE VALVEGRND ELEV=759.230 LF - 6" DIPHYD. W/ GATE VALVEGRND ELEV=759.219 LF - 6" DIP8" WATERMAIN STUB10" WATERMAIN STUBHYD. W/ GATE VALVEGRND ELEV=759.815 LF - 6" DIP485 LF-10" DIP66 LF-10" DIP2 3 0 L F - 1 0 " D I P12 LF-10" DIP80 LF-10" DIP180 LF-10" DIP14LF-6"DIP123 LF-10" DIP14 LF-10" DIP11 LF-10" DIPMH-1RE=761.19IE=757.26 (E)IE=757.79 (S)IE=757.26 (NW)MH-2RE=761.37IE=756.79 (SE)IE=756.79 (N)MH-4RE=760.14IE=750.87 (N)IE=750.87 (SE)6" SANITARY STUB-70IE=758.06 (W)10 LF-6" PVC @2.00%40 LF-6" PVC @2.00%24 LF-6" PVC @2.00%2" FORCEMAIN (6'-8' BURY, TYP.)SANITARYDRAIN FIELDRESERVESANITARY DRAINFIELD100.00'50.00'14 LF-10" DIP234 LF-10" DIP14 LF-10" DIP56 LF-10" D I P EX. WATER TANK3 2 2 L F - 1 0 " D I P 7 LF-10" DIP359 LF-12" STMSWR @ 0.25%12" FES-300IE=755.5059 LF-12" STMSWR @ 1.14%12" PVC STORM SEWER STUB-304IE=758.50150 LF-12" STM SWR @ 1.13%STMH-303RE=761.73IE=758.45 (E)IE=757.95 (S)12" PVC STORM SEWER STUB-305IE=758.5010 LF-12" PVC@ 0.50%67 LF-12" PVC@ 2.57%10" PVC STORM SEWER STUB-106IE=758.50DROP MH-3RE=761.08IE=757.59 (N)IE=752.27 (S)280 LF-6" PVC @ 0.50%114 LF-6" PVC@ 0.50%MH-5RE=757.11IE=750.30 (NW)10 LF-12" PVC@ 0.50%CBMH-401RE=759.10IE=755.60 (W)19 LF-12" STMSWR @ 0.50%12" FES-400IE=755.5018 LF-12" STMSWR @ 0.50%CBMH-104RE=759.52IE=755.78 (W)11 LF-12" STMSWR @ 0.50%CBMH-105RE=759.62IE=756.77 (E)IE=756.28 (W)11 LF-12" STMSWR @ 0.50%(DOMESTIC)(FIRE LINE)(FIRE LINE)14 LF-10" DIP36 LF-10" DIP10" WATERMAIN STUBSTMH-200RE=755.86IE=752.59 (W)IE=752.13 (SW,E)STMH-201RE=758.27IE=753.01 (SW,NE)CBMH-301RE=759.32IE=755.59 (E,W)STMH-302RE=761.77IE=758.45 (E)IE=756.25 (N,W)CBMH-101RE=758.96IE=755.73 (N,E,S)CBMH-102RE=758.80IE=756.22 (N,E,S)SEPTIC TANKSINSULATESANITARY SEWERFOR FUTURE SAN SWRIN STOUGHTON AVECONSTRUCT NEWDOMESTIC WATERWELLCONNECT TO EX.STORM MANHOLEIE=755.57GROUND=760.2IE=755.85IE=756.13IE=756.41IE=756.69GROUND=760.3GROUND=760.5GROUND=760.7GROUND=760.9TOP TANK =757.36TOP TANK =757.08TOP TANK =756.80TOP TANK =756.52TOP TANK =756.24IE=755.3212345FUTURE PRETREATMENT TANKMH-2SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE: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:\0031776.00\DWG\CIVIL\0031776UT01.DWG CHANHASSEN, MINNESOTA08/03/2021...RIVER VALLEY INDUSTRIAL CENTERUTILITY PLAN102 JONATHAN BLVD N #200CHASKA, MN 55318RIVER VALLEY INDUSTRIAL CENTERC50008/03/20211891908/03/2021DANIEL M. PARKSCAPSTONE INVESTORS, LLCNOT FOR CONSTRUCTION© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'40'80'120'1" = 40'40'8' or 4'1208/03/2021....CITY SUBMITTAL....PROJECT NUMBER: 0031776.00SANEXISTINGPROPOSEDSANITARY 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 OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALLBE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THECURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THECITY ENGINEERS ASSOCIATION OF MINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATEAND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEERTHAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THECONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION ANDDIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS ANDEXACT BUILDING UTILITY CONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OFTHE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINECONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, ANDUTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIREDTESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSETO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SOBY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONSOF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FORADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THEJOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPEMANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TOCONSTRUCT 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 CROSSINGSWITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS ORCONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISESHOWN OR NOTED.11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATERLINES SHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALL BE PER AWWA C900 ANDINSTALLED PER AWWA C605 IF ALLOWED BY CITY.12.ALL WATER LINES SHALL HAVE <<7.5' OR 8'>> MINIMUM COVER. INSULATE WATER MAIN IFLESS THAN 8' OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OREQUIVALENT, 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 GREATER THAN 15 FEET. SANITARY SEWER PIPEWITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40 PER ASTMD2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTSMUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE ANDCEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBINGCODE, 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 UNLESS OTHERWISE NOTED, PER ASTM C76WITH R-4 GASKETS.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTOM252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OFASTM 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 ANDINSTALLED PER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT ORWATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWERLOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PERMINNESOTA PLUMBING CODE, PART 712.15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PERMINNESOTA RULES, PART 7560.0150.16.POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWASTANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL JOINT RESILIENT WEDGEGATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARMSWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT).17.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITHAN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATIONAND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNEROR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.18.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ONPLAN REFLECT THE SUMPED ELEVATIONS.19.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS INPAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPEDELEVATIONS.GENERAL UTILITY NOTESSDTN.T.S.SEPTIC TANK SYSTEM CROSS-SECTIONSTRUCTURE LOCATIONCASTING TYPECURB & GUTTERCURB & GUTTER @ LOW POINTSTMH IN PAVEMENT OR GREEN SPACECBMH IN PAVEMENTCBMH IN GREEN SPACECBMH IN VALLEY GUTTERSURMOUNTABLE CURB & GUTTERAT DRIVEWAY LOCATIONR-3067-LR-3067-VBR-1642 STAMPED "STORM SEWER"R-2535R-4342R-3362-LR-3501-RSTORM SEWER CASTING SCHEDULENOTE:FOR SCHEMATIC PURPOSES ONLY. SEE ADVANCED SEPTIC PLANS FOR DETAIL.2.5'4'-0"8"LAST REVISED:08/03/21ST10OCS-202AEL. 757.25AAAMIN. 2 CU YARDSRIPRAP CLASS 31/4" x 1" FLAT BAR(ROLLED TO PROVIDEOUTER RING)PROVIDE 4 1/2" SSANCHOR BOLTSw/ CLIPSOUTSIDE MH WALLTO FLAT BAR = 1"#5 SMOOTH BAR @ 4" O.C.EACH WAY(PROVIDE 3 1/4" x 3 1/4"OPENING)HOT DIPPED GALVANIZEDGRATE IN 2 SECTIONS7"6"PLANPLANSECTION A-AELEVATION12" RCP OUTLETIE = 754.009"EL. 756.50OVERFLOW OUTLETRESTORE STOUGHTON AVENUE &BOULEVARD TO LIKECONDITIONS