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HomeMy WebLinkAbout20192 Ginseng Way SurveyBui ld ing Pad per G rad ing P lanSANSANSTOSTO ST O ST O ST O ST O ST O ST O ST OWAT16 WAT WAT 1 GINSENG WAY LOT 10 Proposed House Buckingham EJ04, Elev. C3 Walkout Lowest Floor Elev. = (1034.03) Drainage & Utility Easement over all of Lot 19, Block 1 Garage Porch Vacate lot 1039.24 1 0 3 9 . 5 3 R E X X (1041.2)Vacate lotS 60.00N68°33 ' 0 4 " E N21°26'56"W 95 .00 N68°33 ' 0 4 " E 6 0 . 0 0N21°26 '56"W 95 .00 21.50 10.13 5.628.00 12.75 63.88 27.8810.00 11.8831.50 10.1222.50 10.00 2.00 5.13 27.00 15.00 23.50 X (1040.2)EOF 1032.69 1032.79 1038.96 14.0066.0015.0015.0066.0014.00 Covered Deck 103 9 . 5 2TC X10.0025.15 5.00 5.00 15.00(5.1% ) CS CO 1024.98 1026.901027. 3 5 1028. 2 5 1028.511022.091021.87102 1 . 2 8 102 1 . 3 6 1 0 2 2 . 3 2 1023.46Existing Retaining Wall 103 9 .5 8 TC XX 1039.84TCX 1030 .5 X 1 0 2 8 . 3 X 1038.9 X 1032.91032.7 XX 1038.91039.67TC X (1041. 7 0 )(1033.4) X(1032. 9) X (1033.4) X(103 2.9) X 12.0010.004.00 20.00 6.13 0.12 Sidewalk 1040 1038 1036 1034 1032 1032 1030 1028 1026 1020 1030 1032 1036 1 0 3 8 1 0 4 0 N:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B01L10 2ND.DWG1 1 08/30/22021 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 Buckingham plan foundation plan, sheetA2, dated 05/01/2021. Lot 10, Block 1, CEDAR HILLS 2ND ADDITION, according to the recorded plat thereof, Dakota County, Minnesota. Address-20192 Ginseng Way 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. = (1041.70)(at overhead door) Top of Poured Foundation Wall Elev. = (1042.03) Lowest Floor Elev. = (1034.03) 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. 09/13/2021 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 elevat x (xxx.xx) Denotes proposed elev 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 = 5,700 sq. ft. House area = 2,768 sq. ft. Porch area = 164 sq. ft. Driveway and Sidewalk = 435 sq. ft. Impervious area 3,367 sq. ft. / 59.1% of total of lot area LOT GRADING CALCULATIONS Basement Excavation = 100 cubic yards Finished Lot Grading= 240 cubic yards Material (excess/needed)140 cubic yards (needed) Planning DepartmentApprovedDate:__________________10/07/2021 kjenson 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. *Draintile connection required. ENGINEERING REVIEWED Date:__________________10/22/2021 corlowsky EROSION CONTROLMUST BE INSTALLED BEFORE EXCAVATION