HomeMy WebLinkAbout17074 Doppler Lane SurveyPOND - 12BOTT = 915.0OUTLET = 925.010YR = 926.8100YR = 929.0PHONE: 952.890.6044 www.jrhinc.com
PLANNERS / ENGINEERS / SURVEYORSDRAWN BYDATEREVISIONSCAD FILEPROJECT NO.SHEET 1 OF 12999 WEST C.R. 42, SUITE 100, BURNSVILLE, MN 55306
CERTIFICATE OF SURVEY
FOR
SHP1/26/2023430025.dwg430025Lot 6, Block 9, BROOKSHIRE,
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 Westwood Professional Services, Inc.6. Grading plan date/revision date: October 14, 20227. Plan No. 5451-D 'WHITNEY'NOTESLot 6, Block 9, BROOKSHIRE, Dakota County, MinnesotaPROPERTY DESCRIPTION17074 Doppler Lane, 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 26th day of January, 2023Marcus F. Hampton, MN L.S. No. 47481SURVEYOR'S CERTIFICATEDenotes set spikeDenotes set iron monumentDenotes found iron monumentDenotes found scribed "x"Denotes set hubDenotes proposed drainageDenotes top of curbDenotes existing elevationDenotes proposed elevationDenotes as-built elevationFront = 25 ft.Side = 7 ft.Side (corner) = 20 ft.Rear = 30 ft.SETBACKSLot = 11,800 sq. ft.House/Garage = 2,330 sq. ft.Porch = 116 sq. ft.Driveway = 759 sq. ft.Sidewalk = 28 sq. ft.Total Impervious = 3,233 sq. ft. or 27.40% of lotHARD COVER CALCULATIONSProposedGarage Floor @ Front = 939.3Garage Top of Foundation = 939.7House Top of Foundation = 939.7Lowest Floor = 931.7Top of Foundation@ Lookout Window = 934.9FLOOR ELEVATIONSTop nut of hydrant located at Lots 2 and 3, Block 7 = 939.35BENCHMARKZoning = RST-2FY - 20' House, 25' GarageSY - 7' Interior, 20' CornerRY - 30'SY Buffer - 30'RY Buffer - 50'The 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.*Maintain 6" between bottom of siding and sod.*No structures in easements.EROSION CONTROLMUST BE INSTALLEDBEFORE EXCAVATIONENGINEERING REVIEWEDDate:__________________02/16/2023lritchie