HomeMy WebLinkAbout20300 Gateway Dr-SurveyLOT 2
Drainage and Utility
Easement per the plat
of CEDAR HILLS
3RD ADDITION
Building Pad per
Grading Plan
Building
Setback 8
Proposed House
Springfield EN06, Elev. G3
Walkout
Lowest Floor Elev. = (1027.83)
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Drain Tile
Drainage and Utility Easement
Over all of Outlot C per the plat
of CEDAR HILLS 2ND ADDITION
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2 1028103010321032N:\0025850.01\DWG\SURVEY\3RD ADD\0025850.01B08L02 3RD.DWG1
1
12/15/2022
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
:HVWZRRG3URIHVVLRQDO6HUYLFHV,QF
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 Springfield foundation plan,
sheet A2, dated 12/01/2022.
Lot 2, Block 8, CEDAR HILLS 3RD ADDITION,
according to the recorded plat thereof, Dakota
County, Minnesota.
Address- 20300 Gateway Drive
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. = (1035.50)(at overhead door)
Top of Poured Foundation Wall Elev. = (1035.83)
Lowest Floor Elev. = (1027.83)
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.
01/10/2023
Mathew J. Welinski Date
Minnesota License No. 53596
matt.welinski@westwoodps.com
Denotes iron monument foun
Denotes iron monument set
x xxx.x Denotes existing elevatio
x (xxx.xx) Denotes proposed eleva
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 = 11,109 sq. ft.
House area = 2,013 sq. ft.
Porch area = 97 sq. ft.
Driveway and Sidewalk = 789 sq. ft.
Impervious area 2,899 sq. ft. / 26.1% of total of lot area
LOT GRADING CALCULATIONS
Basement Excavation = 69 cubic yards
Finished Lot Grading= 141 cubic yards
Material (excess/needed)+72 cubic yards needed
Zoning = RST-2FY - 20' House, 25' GarageSY - 7' Interior, 20' Corner
RY - 30'SY Buffer - 30'RY Buffer - 50'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.
*Draintile connection required.
*Maintain 6" between bottom of siding and sod.*No structures in easements.
EROSION CONTROL
MUST BE INSTALLED
BEFORE EXCAVATION
ENGINEERING REVIEWED
Date:__________________01/24/2023 lritchie