HomeMy WebLinkAbout7388 204th Street West-Survey for PermitLOT 8
Drainage and Utility Easement per the
plat of CEDAR HILLS 2ND ADDITION
Building Pad per
Grading Plan
Building
Setback
6
Proposed House
Vanderbilt, EK02, Elev. D3
Walkout
Lowest Floor Elev. = (999.53)
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204TH STREET
WEST
60 foot Right of Way
X (1006.7)
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L=44.46R=100.0
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N:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B06L08 2ND.DWG1
1
02/08/2022
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 Vanderbilt foundation plan,
sheet A2, dated 12/01/2021.
Lot 8 Block 6, CEDAR HILLS 2ND ADDITION
according to the recorded plat thereof, Dako
County, Minnesota.
Address-7388 204th Street West
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. = (1007.20)(at overhead
Top of Poured Foundation Wall Elev. = (10
Lowest Floor Elev. = (999.53)
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.
02/23/2022
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 o
TraAnsportation Control Point "1914 H
Elevation = 959.11 (N.A.V.D. 1988),
not graphically shown.
IMPERVIOUS SURFACE CALCULATIONS
Lot area = 11,505 sq. ft.
House area = 1,780 sq. ft.
Porch area = 110 sq. ft.
Driveway and Sidewalk = 1,213 sq. ft.
Impervious area = 3,103 sq. ft. /
27.0% of total of lot area
LOT GRADING CALCULATIONS
Basement Excavation = 135 cubic yards
Finished Lot Grading= 247 cubic yards
Material (excess/needed)112 (needed)
Zoning = RST-2FY - 20' House, 25' GarageSY - 7' Interior, 20' CornerRY - 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.
EROSION CONTROL
MUST BE INSTALLEDBEFORE EXCAVATION
*Maintain 6" between bottom of siding and sod.
*No structures in easements.
ENGINEERING REVIEWED
Date:__________________03/21/2022 lritchie