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HomeMy WebLinkAbout7400 203rd Street W-SurveyS SAN SAN SAN SAN SAN SAN SAN WAT WAT WATWAT STOSTOSTOSTOSTOSTOSTO LOT 2 Drainage and Utility Easement per the plat of CEDAR HILLS Proposed House Springfield EN06, Elev. G3 Walkout Lowest Floor Elev. = (1014.03) Building Pad per Grading Plan Building Setback5 Vacate lot 203RD STREET WEST 1020.20 (1020.2) XX (1021.0)Vacate lot N02°58'06"E 161.13N89°22'29"E 70.49N02°58'06"E 164.59L=70.40 R=560.00 Δ=7°12'12"25.0012.68 12.66 X(1019.61)TCX (1019.79)T C (5.4%)0.127.1315.00 10.50 6.19 17.7520.00 2.0010.00 20.505.13 29.5010.0017.0010.0029.8722.71 27.64 1013.30 1013.84 1019.49 X 1 0 1 8 . 8 Porch Morning Room25.7126.59SidewalkX (1019.02)TC 1019.0 (1019.6) 1000.7 (1000.4) Proposed Curb & Gutter 1019.7 (1020.4) 1004.9 (1004.8) X ( 1 0 1 3 . 4 ) X ( 1 0 1 2 . 9 ) X ( 1 0 1 2 . 9 )(1013.4) X(1021.70) (10 0 2 . 6 ) X (1007) E O F X CS 1019.3 XX 1013.71013.6 X5 105 5 5 10101010201018 1016 1014 1012 1010 1008 1006 1004 1002 1014 1020 1018 1016 1014 1020 19.00 17.77 3.75 12.83 52.0082.5486.8852.0074.66N:\0025850.01\DWG\SURVEY\0025850.01B05L02.DWG1 1 03/30/2021 MJW BTW SHEET NUMBER: DATE: OF .FIELD CREW: DRAWN: CHECKED: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Œ:HVWZRRG3URIHVVLRQDO6HUYLFHV,QF Common Ground Alliance Call 48 Hours before digging: 811 or call811.com Lakeville, Minnesota Cedar Hills Certificate of SurveyLennar PROJECT NUMBER: 0025850.00 0'20'40' 1) Curb & gutter and utilities are under construc 2) Building dimensions do not reflect brick facin 3) Building shown reflects Springfield plan foundation plan, sheet A2, dated 02/01/2020 Lot 2, Block 5, CEDAR HILLS, according to the recorded plat thereof, Dakota County, Minnesota Address-7400 203rd Street West LEGEND CABLE TV BOXTV NATURAL GAS METERG STREET LIGHT ELECTRIC BOXE ELECTRIC METERE SANITARY MANHOLES SEWER CLEANOUTCO CATCH BASIN STORM MANHOLEST TELEPHONE BOXT GATE VALVE HYDRANT WATER METERW CURB STOP BOXCS WATERMAIN SANITARY SEWER STORM SEWER SAN STO WAT FLARED END SECTION Garage Floor Elev. = (1021.70)(at overhead doo Top of Poured Foundation Wall Elev. = 1022.03 Lowest Floor Elev. = (1014.03) I hereby certify that this survey was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. 03/31/2021 Mathew J. Welinski Date Minnesota License No. 53596 matt.welinski@westwoodps.com Denotes iron monument found Denotes iron monument set x xxx.x Denotes existing elevation x (xxx.xx) Denotes proposed elevation Benchmark- Minnesota Department of Transportation Control Point "1914 H", Elevation = 959.11 (N.A.V.D. 1988), not graphically shown. IMPERVIOUS SURFACE CALCULATIONS Lot area = 11,405 sq. ft. House area = 2,013 sq. ft. Porch area = 97 sq. ft. Driveway and Sidewalk = 745 sq. ft. Impervious area 2,855 sq. ft. / 25.0% of total o LOT GRADING CALCULATIONS Basement Excavation = 32 cubic yards Finished Lot Grading= 192 cubic yards Material (excess/needed)160 cubic yards (needed) Zoning = RST-2 FY - 20' House, 25' GarageSY - 7' Interior, 20' CornerRY - 30' SY Buffer - 30'RY Buffer - 50' *Maintain 6" between bottom of siding and sod.*No structures in easements. The curb box, drain tile cleanout, and catchbasin(if applicable) must be inspected and accepted before As-Built escrow monies willbe released. All structures must be flushwith the sod. This will be scheduled with thelandscape inspection. ENGINEERING REVIEWED Date:__________________10/22/2021 corlowsky EROSION CONTROLMUST BE INSTALLED BEFORE EXCAVATION *Draintile connection required.