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HomeMy WebLinkAbout20333 Geneva Trail SurveyS S AN SAN SAN SAN SAN SAN SAN SAN WATWAT WA T WA T WAT WA T WAT WAT WAT WAT STO STO STO STO STO STO S TO STOSTOLOT 5 Drainage and Utility Easement per the plat of CEDAR HILLS Proposed House Bristol EN12, Elev. B3 Walkout Lowest Floor Elev. = (1016.73) Building Pad per Grading Plan Building Setback 5 Vacate lot GE N E V A T R A I L (1022.6) X Prop o s e d S i d e w a l k 1023.86 Prop o s e d S i d e w a l k X (1023.9) Vacate lot 32.5629.4812.6 8 12. 6 8 12. 6 7 30.8714. 8 7 18.7915.0 06.120.12 20.0 0 2.0010. 0 0 21.506.13 26.1710.0017.0 010.0022.6 8 27.6 8 35.7925.21N27°57'52"E 155.80L=8.0 8 R=19 0 . 0 0 Δ=2° 2 6 ' 1 6 " L=6 3 . 0 7 R=9 7 0 . 0 0 Δ=3° 4 3 ' 3 1 "N27°57'52"E 166.38N6 2 ° 0 2 ' 0 8 " W 7 0 . 3 5 X (1021.95)TCX (10 2 2. 5 1) T C (10 2 2 . 4 1 ) T S X 1016.08 1018.43 1022.63Garage Porch SidewalkMorning Room X (1021.22)TC 10Proposed Curb & Gutter 5 1008.3 (1008.5) 1021.7 (1021.8)1010105 5 5(6.1%)1010.7 (1010.3) 1022.9 (1023.1) (10 2 4 . 4 0 )X (1016 .1 )(1015.6) X(1015.6) XX (1016 .1 ) (1008.9) X TV CS CS TV 1021.6 XX 1021.9X 10 1 6. 4 1016.3 X1020 10181016 101 4 10 1 2 10 1 0 1010 1018 1020 1022 1024 1024101670.9280.9249.6749.6780.9217.6 2 5 4.1 2 5 N:\0025850.01\DWG\SURVEY\0025850.01B05L05.DWG1 1 03/31/2021 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 construction. 2) Building dimensions do not reflect brick facing. 3) Building shown reflects Bristol plan foundation plan, sheet A2, dated 02/01/2021 Lot 5, Block 5, CEDAR HILLS, according to the recorded plat thereof, Dakota County, Minnesota. Address- 20333 Geneva Trail 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. = (1024.40)(at overhead door) Top of Poured Foundation Wall Elev. = (1024.73) Lowest Floor Elev. = (1016.73) 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. 04/07/2021 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 = 11,357 sq. ft. House area = 1,939 sq. ft. Porch area = 92 sq. ft. Driveway and Sidewalk = 839 sq. ft. Impervious area 2,870 sq. ft. / 25.3% of total of lot area LOT GRADING CALCULATIONS Basement Excavation = 37 cubic yards Finished Lot Grading= 177 cubic yards Material (excess/needed)140 cubic yards (needed) Zoning = RST-2 FY - 20' House, 25' GarageSY - 7' Interior, 20' CornerRY - 30'SY Buffer - 30'RY Buffer - 50' *Draintile connection required. The curb box, drain tile cleanout, and catch basin(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 REVIEWED Date:__________________07/02/2021 jpesik EROSION CONTROL MUST BE INSTALLED BEFORE EXCAVATION *Maintain 6" between bottom of siding and sod.*No structures in easements.