HomeMy WebLinkAbout4615 171st St W-SurveyPOND - 12BOTT = 915.0OUTLET = 925.010YR = 926.8100YR = 929.0
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PLANNERS / ENGINEERS / SURVEYORSDRAWN BYDATEREVISIONSCAD FILEPROJECT NO.SHEET 1 OF 12999 WEST C.R. 42, SUITE 100, BURNSVILLE, MN 55306
CERTIFICATE OF SURVEY
FOR
SHP2/21/2024440169.dwg440169Lot 9, 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. 5470-A 'JORDAN'NOTESLot 9, Block 9, BROOKSHIRE, Dakota County, MinnesotaPROPERTY DESCRIPTION4615 171st 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 21st day of February, 2024Marcus 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 = 10,583 sq. ft.House/Garage = 2,138 sq. ft.Porch = 114 sq. ft.Driveway = 759 sq. ft.Sidewalk = 59 sq. ft.Total Impervious = 3,070 sq. ft. or 29.01% of lotHARD COVER CALCULATIONSTop nut of hydrant located at Lots 3 and 4, Block 8 = 938.59BENCHMARKProposedGarage Floor @ Front = 938.4Garage Top of Foundation = 938.8House Top of Foundation = 938.8Lowest Floor = 930.8Top of Foundation@ Egress Window = 934.0FLOOR ELEVATIONSZoning = RST-2FY - 20' House, 25' GarageSY - 7' Interior, 20' CornerRY - 30'SY Buffer - 30'RY Buffer - 50'EROSION CONTROLMUST BE INSTALLEDBEFORE EXCAVATION*Maintain 6" between bottom of siding and sod.*No structures in easements.*Draintile connection required.ENGINEERING REVIEWEDDate:__________________03/11/2024asobottka