HomeMy WebLinkAbout20183 Gambrel Path SurveyBuilding Pad per Grading PlanSANSANSANSANSANSANSANSANSANSTOSTOSTOSTOSTOSTOSTOSTO
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7
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GAMBREL PATH
LOT 2
3
Proposed House
Buckingham EJ04, Elev. C3
Slab on Grade Elev. = (1041.63)
Existing Sidewalk
Garage
Porch1038.61
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1
036
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X 1037.2
2
60 foot Public Right of Way
Existing Sidewalk
X (1040.8)
(1041.30)
Drainage and Utility Easement over
all of Lot 8, Block 3 per the plat of
CEDAR HILLS 2ND ADDITION
S
N89°54'32"E 60.00
N00°05'28"W 95.00N89°54'32"E 60.00N00°05'28"W 95.00Si
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Covered
Patio
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167374.73 N
526783.48 E167389.69 N
526723.06 E167501.29 N
526713.32 E
Drain Tile
Cleanout
10381039.51RE XN:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B03L02 2ND.DWG1
1
07/13/2022
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
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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 Buckingham foundation plan,
sheet A2, dated 06/01/2022.
Lot 2, Block 3, CEDAR HILLS 2ND ADDITION,
according to the recorded plat thereof, Dakota
County, Minnesota.
Address- 20183 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. = (941.30)(at overhead door)
Slab on Grade Elev. = (941.63)
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.
07/27/2022
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 = 5,700 sq. ft.
House area = 2,664 sq. ft.
Porch area = 161 sq. ft.
Driveway and Sidewalk = 433 sq. ft.
Covered Patio = 120 sq. ft.
Impervious area 3,378 sq. ft. / 59.3% of total of lot area
LOT GRADING CALCULATIONS
Basement Excavation = 0 cubic yards
Finished Lot Grading= 82 cubic yards
Material (excess/needed)82 cubic yards needed
Planning DepartmentApprovedDate:__________________08/04/2022 kjenson
ENGINEERING REVIEWED
Date:__________________08/04/2022 lritchie
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.
EROSION CONTROL
MUST BE INSTALLED
BEFORE EXCAVATION
*Maintain 6" between bottom of siding and sod.*No structures in easements.