HomeMy WebLinkAbout20639 Gunnison Drive Survey1.Bearings are based on the recorded plat.2.Building dimensions shown are for horizontal and vertical placement ofstructure only. Building dimensions shown are outside of buildingdimensions (First Floor). See architectural plans for building andfoundation dimensions.3.No specific soils investigation has been completed on this lot by JamesR. Hill, Inc. the suitability of soils to support the specific house proposedis not the responsibility of James R. Hill, Inc. or the surveyor.4.No specific title search for existence or non-existence of recorded orun-recorded easements has been conducted by the surveyor as a partof this survey. Only easements per the recorded plat are shown.5.Proposed grades shown were taken from the grading &/ordevelopment plan prepared by PARAMOUNT Engineering & Design.6.Grading plan date/revision date: August 8, 2016.7.Sanitary service invert elevation = 971.98.Plan No. 1918-HR1B 'NEWBERRY'016'5Lot= 16,690 sq. ft.House/Garage= 1,764 sq. ft.Front Porch= 86 sq. ft.Driveway= 733 sq. ft.Total Impervious= 2,583 sq. ft. or 15.48% of lot*#4&%18'4%#.%7.#6+105ProposedGarage Floor @ Front= 984.6Top of Foundation Garage= 985.1Top of Foundation House= 985.1Lowest Floor= 976.4Lot 18, Block 3, LINDEN RIDGE, Dakota County, Minnesota2412'46;&'5%4+26+1020639 Gunnison Drive, Lakeveille, Minnesota2412'46;#&&4'55I hereby certify that this survey, plan or report was prepared by me or undermy direct supervision and that I am a duly Licensed Land Surveyor under thelaws of the State of Minnesota. That this survey does not purport to show allimprovements, easements or encroachments, to the property except asshown thereon.Signed this 13th day of August, 2018Marcus F. Hampton, MN L.S. No. 474815748';145%'46+(+%#6'(.114'.'8#6+105Top nut of hydrant located at Lots 16 and 17, Block 3 = 981.02$'0%*/#4-Denotes set spikeDenotes set iron monumentDenotes found iron monumentDenotes proposed drainageDenotes top of curbDenotes existing elevationDenotes proposed elevationFront= 25 ft.Side= 7 ft.Rear= 30 ft.Side Street = 20 ft.$7+.&+0)5'6$#%-5*9.0' BASEMENT*RST-2The curb box, drain tile cleanout, and catchbasin(if applicable) must be inspected andaccepted before As-Built escrow monies willbe released. All structures must be flushwith the sod. This will be scheduled with thelandscape inspection.ENGINEERING REVIEWEDDate:__________________08/31/2018corlowskyEROSION CONTROLMUST BE INSTALLEDBEFORE EXCAVATION*Maintain 6" between bottom of siding and sod.*No structures in easements.