Loading...
Prelimnary PlatSSSRIM=963.9INV(SE)=959.92RIM=963.60INV(NW)=958.51INV(S)=958.05INV(NE)=958.51RIM=963.20INV(N)=957.65INV(S)=957.65RIM=963.07RIM=962.66RIM=962.12INV(N)=958.37INV(W)=958.23INV(ESE)=958.49RIM=954.15INV(N)=949.09INV(S)=949.01INV(E)=949.15RIM=954.44INV(W)=950.49RIM=952.42FULL OF ICERIM=964.85INV(E)=961.44INV(W)=961.35RIM=965.34INV(E)=962.09INV(W)=961.64RIM=966.44INV(W)=962.39RIM=966.82INV(S)=963.26RIM=967.53INV(W)=963.93RIM=965.03INV(N)=962.40INV(S)=961.07RIM=971.91INV(N)=967.58INV(SW)=967.61RIM=973.57INV(N)=968.72INV(S)=968.67INV(E)=968.89RIM=973.30INV(E)=970.10INV(W)=970.10RIM=973.59INV(W)=970.29RIM=971.96INV(W)=969.26RIM=971.86INV(W)=968.66INV(E)=968.56RIM=972.48RIM=972.84INV(SE)=968.69RIM=978.51INV(E)=975.30RIM=978.86INV(SE)=974.21INV(W)=974.18RIM=981.46INV(W)=976.20INV(S)=976.19STOSTOSTORIM=979.99INV(NW)=960.74INV(N)=960.74INV(S)=960.7418" RCP24"RCPSTRUCTURENOT FOUNDSCALED PER PLANS24" RCP18" RCP18" RCP24" RCP18" RCP12" RCP12 " R C P 12" RCP12" RCP12" RCP12" RCP18" RCP 12" RCPSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOST O STOSTO SANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SAN SANTT TTTTTGETPUGPUGPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUGPUGPUGPUG PUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUG PUG PUG PUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUG PUGPUGFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GASGASFOFO FO FO FOFO971974967964960954957959 964 966968971968 979973977979978974 981981971973972968968967966964962959972971976974972 978979977WATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSCALED PER PLANSCALED PER PLANHYDRANTPLACEDPER PLANPER PLANPER PLANPER PLANGATE VALVE PLACEDPER PLANPER PLANPER PLANPER PLANPER PLANPER PLANPER PLANPER PLANSCALED PER PLANSCALED PER PLANSCALED PER PLAN SCALED PER PLAN970970975975980980980960960 18" RCP12" RCP12" RCP RIM=981.24INV(W)=965.59INV(SE)=965.69SCALED PER PLANS24" RCP 24" RCPRIM=970.83INV(S)=966.31INV(E)=966.6318" RCP12" RCP12" RCP12" RCPRIM=972.54INV(NW)=967.44INV(SE)=967.44EXISTING BUILDING841 SQ. FEETEXISTING BUILDINGEXISTING BUILDINGSANSANSAN12" RCPTRASHENCLOSUREW. 78TH STREETKERBER DRIVE S87°55'11"E 339.92N45°35'43"E 182.91 S88°48'17"E 445.00S00°16'25"W 685.08N88°48'17"W 309.88N87°55'11"W 401.23L=210.28CH=206.74CHB=S 69°39'54" ER=330.00Δ=36°30'34"116.15N64°16'53"WS02°05'07"W 346.71S43°35'07"W 122.88 1010 101010 10 101030 30 30 1010 DRAINAGE & UTILITY EASEMENT PER PLATOF WEST VILLAGE HEIGHTS 2ND ADDITIONDRAINAGE & UTILITY EASEMENT PER PLATOF WEST VILLAGE HEIGHTS 2ND ADDITIONDRAINAGE & UTILITY EASEMENT PER PLATOF WEST VILLAGE HEIGHTS 2ND ADDITIONDRAINAGE & UTILITYEASEMENT PER PLAT OFWEST VILLAGE HEIGHTS2ND ADDITIONVACATED W.78TH STREET10010090 90 977976977ONLINEPICKUPONLYORDERDRIVETHRUPROPOSED RESTAURANT3,050 SFFFE = 973.00EXITONLY S01°29'05"W 205.04 161.93S87°56'00"ES02°05'16"W 205.07159.77191.3050.16PROPOSEDLOT 1B L O C K 1PROPOSED LOT 2SHEET NUMBER:DATE: 05/01/2023OFXX/XX/2022BJYNAS11PRELIMINARY PLAT -WEST VILLAGE HEIGHTS4TH ADDITIONPREPARED FOR:DRAWN:CHECKED:DESIGNED:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  FIELD WORK DATE:02/04/22DDGFIELD CREW:N:\0042319.00\DWG\SURVEY\0042319V-PPLAT.DWG Chanhassen, MNLOT 4, BLOCK 1,WEST VILLAGE HEIGHTS2ND ADDITIONCAFE ZUPAS© 2023 Westwood Professional Services, Inc.PROJECT NUMBER: 00423190'60'120'180'1" = 60'Lot 4, Block 1, WEST VILLAGE HEIGHTS 2ND ADDITION, according to the recorded plat thereof, Carver County, Minnesota; and that partof vacated West 78th Street described as follows: Commencing at the northwest corner of said Lot 4; thence South 2 degrees 18 minutes 17seconds West, assumed bearing along the westerly line of said Lot 4, a distance of 346.71 feet to an angle point on the westerly line of saidLot 4; thence South 43 degrees 48 minutes 17 seconds West, continuing along the westerly line of said Lot 4, a distance of 88.44 feet to themost westerly corner of said Lot 4, the point of beginning of the tract to be described; thence South 43 degrees 48 minutes 17 secondsWest, along the southwesterly extension of the westerly line of said Lot 4, a distance of 34.36 feet to the northerly right of way line of West78th Street as described in the office of the County Recorder as Doc. No. 149663; thence South 64 degrees 03 minutes 25 seconds East.along said northerly right of way line, a distance of 116.06 feet to the southerly line of said Lot 4; thence northwesterly, along thesoutherly line of said Lot 4 to the point of beginning.(Abstract Property)(NOT TO SCALE)VICINITY MAPSITEPROPOSED LOT 1, BLOCK 1 = 542,995 Square Feet /12.46 AcresCafe ZupasAddress: 460 University Circle Sandy, Utah 84070Phone: (312) 208-2887Westwood Professional Services12701 Whitewater Drive, Suite 300,Minnetonka, Minnesota 55343Phone: 952-937-5150AREA TABULATIONSUBDIVIDERSURVEYOR/ENGINEERLEGAL DESCRIPTIONPROPOSED LOT 2, BLOCK 1 = 32,982 Square Feet / 0.76 AcresTOTAL PROPERTY = 575,977 Square Feet / 13.22 Acres1.This preliminary plat was prepared without the benefit of a boundary survey. All information is based upon a review of documents ofpublic record, information provided by the client and data collected by Westwood Professional Services on February 4, 2022.2.The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes noguarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyorfurther does not warrant that that the underground utilities shown are in the exact location indicated although the surveyor doescertify that they are located as accurately as possible from information available. The surveyor has not physically located theunderground utilities. (Gopher State One Call ticket number: 223261186)3.Bearings of property lines shown hereon are based on the Carver County coordinate system, (NAD 83 - 96 Control Adjustment).4.Lengths of lines and distances between features are measured in US Survey Feet.5.Existing improvements shown are per the field survey Westwood Professional Services completed on February 4, 2022.GENERAL NOTESSANITARY MANHOLECATCH BASINELECTRIC BOXSIGNHANDICAPPED STALLNATURAL GAS METERLIGHT POLEPOWER UNDERGROUNDWATERMAINFIBER OPTICSANITARY SEWERSTORM SEWERGATE VALVEGAS LINEHYDRANTTELEPHONE BOXGASPUGSANSTOWATFOSETGCURB & GUTTERCONCRETE SURFACEBITUMINOUS SURFACELEGEND