Loading...
HomeMy WebLinkAbout20193 Ginseng Way SurveyGINSENG WAY SANSANSTOSTOWATWAT 16 WAT WAT WAT WAT WAT WAT WATWATWATWATWAT60. 0 0 N6 4 ° 0 6 ' 5 7 " W N25°53'03"E 95.00N25°53'03"E 95.00N6 4 ° 0 6 ' 5 7 " W 6 0 . 0 0Building Pad per Grading PlanLOT 9 Proposed House Salerno EV4S, Elev. E3 Walkout Lowest Floor Elev. = (1034.03) Drainage & Utility Easement over all of Lot 19, Block 1 Garage Porch Vacate lot X (1041.2)Existing Retaining Wall 103 9 . 5 8TC X(3.9%)(1041. 2 ) X S 4 Season Porch 20.5 0 8.926.12 7.7913.2 5 56.8739.7 534.3310.1 321.6710.0 0 2.0015.0 0 24.5 0 15.1 3 5.12 X 1039.96TCX 104 0. 2 8 T C 15.0058.0022.0022.0058.0015.0010.0025.085.00 12.005.00 1033.34 1039.17 1039.20 1033.02 CS 1028.251028.51102 8 . 7 21028.001023.941022.531022.101021.831021.361022.091021.871031.1 X X 1028.31033.0 X X 1033.5 X 1038.91038. 9 X X 1040. 8 4 T C X 1039.84TCSidewa lk 0.126.1321.3 35.0010.0014.0 010.00(10 4 1 . 7 0 )X (1033.4)(1032.9) X (1032. 9) X X (1033.4)104010381036 1034 10 3 2 1030 1028 1020 1018 1042 1040 10381 0 3 6 1 0 3 2 1 0 3 0 1 0 2 8 1 0 2 6 1 0 2 4 1 0 2 2 Vacate lot N:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B01L09 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 Salerno plan foundation plan, sheet A2.1DE, dated 05/2021. Lot 9, Block 1, CEDAR HILLS 2ND ADDITION, according to the recorded plat thereof, Dakota County, Minnesota. Address-20193 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. 09/08/2021 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 = 2,596 sq. ft. Porch area = 176 sq. ft. Driveway and Sidewalk = 454 sq. ft. Impervious area 3,226 sq. ft. / 56.6% of total of lot area LOT GRADING CALCULATIONS Basement Excavation = 105 cubic yards Finished Lot Grading= 296 cubic yards Material (excess/needed)191 cubic yards (needed) Planning DepartmentApprovedDate:__________________09/26/2021 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:__________________09/30/2021 corlowsky *Maintain 6" between bottom of siding and sod.*No structures in easements. EROSION CONTROLMUST BE INSTALLED BEFORE EXCAVATION