HomeMy WebLinkAbout7387 204th Street West-Survey204TH STREET WEST
LOT 3
Drainage and Utility
Easement per the plat
of CEDAR HILLS
2ND ADDITION
Building Pad per
Grading Plan
Building
Setback
6
X (1008.1)
Proposed House
Lewis, EK05, Elev. B3
Full Basement
2 Additional Step Condition
Lowest Floor Elev. = (1001.03)
SSANSANSANSANSANSAN
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34CS
(1005.0) X
1005.4
(1005.3)
1006.17RE
(1006.3)
1005.0
(1004.8)
1002.9
(1002.6)
1003.1
(1003.3)X (1006.6)22.17
N89°22'29"E
N6
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W
5
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OF
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60 foot Righ of Way
1010
10105
10105
(1007.30)34.4911.24
11.2789.72Garage
Porch
39.75
23.3810.12
26.5020.006.0010.508.136.632.0012.7537.7511.30
21.45
11.25
41.25
19.506.120.13
4.33
5.834.33Egress Well
Sidewalk
24.9549.88106.1487.0949.8851.251006.07
1006.71
1003.71
1003.67
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166672.55 N
526439.86 E
1666
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E
166472.12 N
526421.43 E
166511.88 N
526375.59 E
(1
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X (1008.4
)
X (1007
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9
)(1007.9) X
1008 1010101210061004100210
0
8
100810061004
10041006
10081010Draintile
Cleanout
Property corner
not set, falls on
Catch Basin
16.00
N:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B06L03 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 Lewis foundation plan,
sheet A2, dated 12/01/2021
Lot 3, Block 6, CEDAR HILLS 2ND ADDITIO
according to the recorded plat thereof, Da
County, Minnesota.
Address- 7387 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. = (1007.30)(at overhea
Top of Poured Foundation Wall Elev. = (1
2 Additional Step Condition
Lowest Floor Elev. = (1001.03)
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.
02/18/2022
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 = 13,607 sq. ft.
House area = 1,965 sq. ft.
Porch area = 133 sq. ft.
Driveway and Sidewalk = 1,039 sq. ft.
Impervious area 3,137 sq. ft. /
23.1% of total of lot area
LOT GRADING CALCULATIONS
Basement Excavation = 321 cubic yards
Finished Lot Grading= 338 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'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 CONTROLMUST BE INSTALLEDBEFORE EXCAVATION*Maintain 6" between bottom of siding and sod.*No structures in easements.ENGINEERING REVIEWED
Date:__________________03/16/2022 lritchie