HomeMy WebLinkAbout7696 206th Street West SurveyJames R. Hill, Inc.
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PLANNERS / ENGINEERS / SURVEYORSDRAWN BYDATEREVISIONSCAD FILEPRO-ECT NO.SHEET 1 OF 12999 WEST C.R. 42, SUITE 100, BURNSVILLE, MN 55306
CERTIFICATE OF SURVEY
FOR
SHP9/10/2020401083.dwg401083Lot 28, Block 2, CEDAR CROSSINGS,
Dakota County, Minnesota 1.Bearings are based on the recorded plat.2.Building dimensions shown are for horizontal and vertical placement ofstructure only. See architectural plans for building and foundationdimensions.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 James R. Hill, Inc.6.Grading plan date/revision date: July 13, 20187.Plan No. 3020-C 'EVERETT'NOTESLot= 9,621 sq. ft.House/Garage= 2,324 sq. ft.Porch= 109 sq. ft.Driveway= 665 sq. ft.Sidewalk= 30 sq. ft.Patio= 18 sq. ft.Total Impervious= 3,146 sq. ft. or 32.70% of lotHARD COVER CALCULATIONSProposedGarage Floor @ Front= 978.5Garage Top of Foundation= 978.9House Top of Foundation= 978.9Lowest Floor= 975.7Lot 28, Block 2, CEDAR CROSSINGS, Dakota County, MinnesotaPROPERTY DESCRIPTION7696 206th Street West, Lakeville, MinnesotaPROPERTY ADDRESSI 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 10th day of September, 2020Marcus F. Hampton, MN L.S. No. 47481SURVEYOR'S CERTIFICATEFLOOR ELEVATIONSTop nut of hydrant located at Lots 26 and 27, Block 2 = 983.65BENCHMARKDenotes set spikeDenotes set iron monumentDenotes found iron monumentDenotes found scribed "x"Denotes set hubDenotes proposed drainageDenotes top of curbDenotes existing elevationDenotes proposed elevationZoning = RST-2FY - 20' House, 25' GarageSY - 7' Interior, 20' CornerRY - 30'SY Buffer - 30'RY Buffer - 50'EROSION CONTROLMUST BE INSTALLEDBEFORE EXCAVATIONENGINEERING REVIEWEDDate:__________________10/21/2020corlowskyThe 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.*Draintile connection required.*Maintain 6" between bottom of siding and sod.*No structures in easements.