HomeMy WebLinkAbout7401 203rd Street West-SurveyS
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LOT 7
Drainage and Utility
Easement per the plat
of CEDAR HILLS
Proposed House
Lewis EK05, Elev. B3
Full Basement
Lowest Floor Elev. = (1014.53)
Building Pad per
Grading Plan
Building
Setback
3
Vacate lot
203RD STREET WEST
202ND STREET WEST
Proposed Bituminous TrailX 1017.56TC(1019.0) X
Vacate lot N00°02'43"W 155.66N89°57'17"E 70.45
N00°00'37"W 163.53L=47.14
R=500.00
Δ=5°24'06"
L=23.67
R=500.00
Δ=2°42'46"28.0810.18
10.2084.6639.75
23.3810.13
22.5020.002.0010.508.126.62
2.0012.7537.7519.506.130.13
10.2040.17
20.3510.30
1018.04
1017.74
1018.78
1018.79
Garage
Porch
32.9945.8884.6684.6645.8825.13X 1019.1
4
T
C
(7.5%)X
(1018
.88
)TCX
(1019
.50
)TC
Proposed Bituminous Trail
X
(1017
.61
)TC
101
7
.
3
8
R
E
X
(1017.0)RE X
Proposed Curb
& Gutter
1019.4
(1020.1)
1017.2
(1018.2)
1019.1
(1019.8)
(1018.9) X
1017.9
(1018.1)
(1022.20)
Egress Well
X (102
1.
9
)
X (1021.4)X (1021.4)X (1021.9)4.33
5.834.33
Sidewalk 45.005
5
5
5
1010TCS
E
1018.
5
X
X
1
0
1
8
.
7
10
18
.7
XX 1018.71018
10181020
1020
1020
10201
0
1
8
1022
10
2
2
X (1020.9)N:\0025850.01\DWG\SURVEY\0025850.01B03L07.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
:HVWZRRG3URIHVVLRQDO6HUYLFHV,QF
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'
1) Curb & gutter and utilities are under
construction.
2) Building dimensions do not reflect
brick facing.
3) Building shown reflects Lewis plan
foundation plan, sheet A2, dated
02/1/2021.
Lot 7, Block 3, CEDAR HILLS, according to the
recorded plat thereof, Dakota County, Minnesota.
Address-7401 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. = (1022.20)(at overhead door)
Top of Poured Foundation Wall Elev. = (1022.53)
Lowest Floor Elev. = (1014.53)
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.
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 = 11,264 sq. ft.
House area = 1,885 sq. ft.
Porch area = 133 sq. ft.
Driveway and Sidewalk = 825 sq. ft.
Impervious area 2,843 sq. ft. / 25.2% of total of lot area
LOT GRADING CALCULATIONS
Basement Excavation = 184 cubic yards
Finished Lot Grading= 233 cubic yards
Material (excess/needed)49 cubic yards (needed)
03/17/2021
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 catchbasin(if applicable) must be inspected andaccepted before As-Built escrow monies willbe released. All structures must be flush
with the sod. This will be scheduled with thelandscape inspection.
*Draintile connection required.
ENGINEERING REVIEWED
Date:__________________06/28/2021 jpesik
EROSION CONTROL MUST BE INSTALLED BEFORE EXCAVATION
*Maintain 6" between bottom of siding and sod.*No structures in easements.