Loading...
HomeMy WebLinkAbout20155 Gambrel Path-SurveyGAMBREL PATH 5GALLIFREYWAY SSS SAN SAN SAN SAN SAN SAN SAN SANS ANSANSANSANSTO STO STO STO STO STOSTOST O S T O WAT WAT WAT WATWATWATWATWAT WAT WAT WAT WAT WATWATSAN DT DTDT DT Building Pad per Grading Plan 2 Proposed House Birmingham, EJ4F, Elev. A2W Lookout Lowest Floor Elev. = (1039.53) Top of Foundation @ Lookout Elev.= (1042.70) Proposed Sidew a l k LOT 11 Porch Garage Drainage and Utility Easement over all of Lot 13, Block 2 per the plat of CEDAR HILLS 3RD ADDITION Proposed S idewa lk 50.00 N72°17' 1 7 " E N17°42'43"W 95.00S17°42'43"E 95.00N72°17' 1 7 " E 5 0 . 0 0 15.13 5.00 10.00 5.00 5.00 17.12 5.12 23.50 12.00 10.00 27.75 63.75 12.758.00 5.62 10.13 21.50 18.00 1042.20 1044.31 1045.29 1041.41 (6.5%) (1047.2 0 )X 1045.21044. 4 X1041.8 XX 1041.8X (1042.0)(1046.7) X X 1044.79 X 1 0 4 4 . 9 7 T C X 1043.90TC X 1042.54TC X 1041.38TC X 1040.89TC X (1045.21)X (1042.0)X (1041.5)10 4 2 10 4 4 1 04 6 1048104 4 1046 10441046 4.00 20.00 6.120.1315.1265.8814.0014.0065.8815.12 CS CO Drain Tile 167441.04 N 527265.64 E 167414.81 N 527263.57 E 167403.40 N 527215.14 E 167511.00 N 527185.28 E 80.00 foo t Pub l i c R igh t o f Way 60.00 foot P u b l i c R i g h t o f W a y Side w al k 25.00 (1041.5) X 1 0 4 2 Covered Deck 12.13 10.00 0.13 31.3724.50 0.13 N:\0025850.01\DWG\SURVEY\3RD ADD\0025850.01B02L11 3RD.DWGMJW GMK .FIELD CREW: DRAWN: CHECKED: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   © 2024 Westwood Professional Services, Inc. Common Ground Alliance Call 48 Hours before digging: 811 or call811.com Lakeville, Minnesota Cedar Hills Certificate of SurveyLennar PROJECT NUMBER: 0025850.01 0'20'40' 1) Curb & gutter and utilities are existing. 2) Building dimensions do not reflect brick facing. 3) Grading Plan by Westwood Professional Services Inc. initial submittal date 02/06/20. 4) Building shown reflects Birmingham foundation plan, sheet A2, dated 12/01/23 . Lot 11, Block 2, CEDAR HILLS 3RD ADDITION, according to the recorded plat thereof, Dakota County, Minnesota. Address- 20155 Gambrel Path 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. = (1047.20)(at overhead door) Top of Foundation Wall Elev. = (1047.53) Lowest Floor Elev. = (1039.53) Top of Foundation Wall @ Lookout Elev. = (1042.70) 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. 03/06/2024 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 = 4,750 sq. ft. House area = 2,421 sq. ft. Porch area = 164 sq. ft. Covered Deck = 121 sp. ft. Driveway and Sidewalk = 279 sq. ft. Impervious area 2,985sq. ft. / 62.8% of total of lot area NW Quarter, Section 27, Township 114, Ran Zoning = RM-1 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. EROSION CONTROL MUST BE INSTALLEDBEFORE EXCAVATION *Maintain 6" between bottom of siding and sod.*No structures in easements. *Draintile connection required. ENGINEERING REVIEWED Date:__________________03/08/2024 asobottka Planning DepartmentApprovedDate:__________________03/13/2024 kjenson