HomeMy WebLinkAbout7417 203rd Street West SurveyS
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LOT 6
Drainage and Utility
Easement per the plat
of CEDAR HILLS
Proposed House
Bristol EN12, Elev. B3
Full Basement
Lowest Floor Elev. = (1011.83)
Building Pad per
Grading Plan
Building
Setback
3
Vacate lot
203RD STREET WEST
202ND STREET WEST
Proposed Bituminous Trail
(1016.0) X
X (
1
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1
9
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)
Vacate lotN00°02'43"W 153.00N89°57'17"E 70.35
N00°02'43"W 155.6618.80
N89°57'17"E L=51.64
R=500.00
Δ=5°55'04"25.5012.68
12.6778.0338.75
26.046.13
21.5010.00
2.0020.0018.7914.8830.7512.80 18.80
22.6727.68
15.006.120.12
Garage
Porch
(8.8%)1017.89
1018.001015.59
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Proposed Bituminous Trail
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X
Proposed Curb
& Gutter
5 5
5
1017.9
(1018.1)
1017.2
(1018.2)
Egress Well4.335.83
4.33Sidewalk(1019.50)
X
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XX 1016.245.001014N:\0025850.01\DWG\SURVEY\0025850.01B03L06.DWG1
1MJW
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: 0025850.00
0'20'40'
03/17/2021
1) Curb & gutter and utilities are under
construction.
2) Building dimensions do not reflect
brick facing.
3) Building shown reflects Bristol plan
foundation plan, sheet A2, dated
11/01/2020.
Lot 6, Block 3, CEDAR HILLS, according to the
recorded plat thereof, Dakota County, Minnesota.
Address-7417 203rd 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. = (1019.50)(at overhead door)
Top of Poured Foundation Wall Elev. = (1019.83)
Lowest Floor Elev. = (1011.83)
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.
03/30/2021
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 elevation
x (xxx.xx) Denotes proposed elevatio
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 = 10,809 sq. ft.
House area = 1,789 sq. ft.
Porch area = 92 sq. ft.
Driveway and Sidewalk = 743 sq. ft.
Impervious area 2,624 sq. ft. / 24.3% of total of lot area
LOT GRADING CALCULATIONS
Basement Excavation = 187 cubic yards
Finished Lot Grading= 204 cubic yards
Material (excess/needed)17 cubic yards (needed)
Zoning = RST-2FY - 20' House, 25' Garage
SY - 7' Interior, 20' CornerRY - 30'SY Buffer - 30'
RY Buffer - 50'
*Draintile connection required.
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.
ENGINEERING REVIEWED
Date:__________________06/16/2021 jpesik
EROSION CONTROL MUST BE INSTALLED BEFORE EXCAVATION
*Maintain 6" between bottom of siding and sod.
*No structures in easements.