HomeMy WebLinkAbout7385 203rd Street W SurveyS
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SSANSANSANSANSANSANLOT 8
Proposed House
Vanderbilt EK02, Elev. B3
Full Basement
Lowest Floor Elev. = (1013.73)
Vacate lot
Drainage and Utility
Easement per the plat
of CEDAR HILLS
Building Pad per
Grading Plan
Building
Setback
3
203RD STREET WEST
202ND STREET WEST
Proposed Bituminous Trail
GENEVA TRAIL Proposed Sidewalk(
1
0
2
0
.
9
)
XN00°00'37"W 163.53N89°57'17"E 85.25
N00°02'43"W 124.30L=36.59R=190.00Δ=11°02'04"L=83.07
R=500.00
Δ=9°31'08"
5.96N83°39'53"E26.429.48
25.9291.9539.75
31.7517.88
14.1222.002.0010.0020.5010.12 23.3718.00 6.130.12
44.3419.48
19.61 25.95
Garage
Porch
(4.0%)25.7245.8791.94X
(1019
.77
)TCX 1018
.85REX 1018.79REX 1019.66TCX 1020.61TCX 1020.85TC
X 1020.
0
5
T
C
Proposed Bituminous Trail
X 1019.1
4
T
C
X (1019
.50
)TC
Proposed Curb
& Gutter
1019.4
(1020.1)
1019.1
(1019.8)
(1018.9) X
Egress Well
5
10E
4.335.834.33
(1021.40)Sidewalk1018.88
1018.73
1020.49
1020.47
5
1010
1045.00(10
2
1
.
1
)
X
(1020.6) XX (1020.6)
X (102
1.
1
)X 1020.17TCX 1019
.53TC
1020.9
(1021.4)
TV
TV
1019.4
(1019.8)
X 1018
.
3
1018.9
X
10
2
1
.
5
X
X 101
8.0
End existing
Curb
& GutterX (1019.3)EOF1020
1020
1020
1020 1020(
1
0
2
0
.
9
)
X 91.9932.3113.5823.01N:\0025850.01\DWG\SURVEY\0025850.01B03L08.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
reflectsVanderbilt plan
foundation plan, sheet A2,
02/01/2021.
Lot 8, Block 3, CEDAR HILLS, according to the
recorded plat thereof, Dakota County, Minnesota.
Address-7385 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. = (1021.40)(at overhead door)
Top of Poured Foundation Wall Elev. = (1021.73)
Lowest Floor Elev. = (1013.73)
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 elevati
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 = 13,990 sq. ft.
House area = 1,804 sq. ft.
Porch area = 110 sq. ft.
Driveway and Sidewalk = 788 sq. ft.
Impervious area 2,702 sq. ft. / 19.3% of total of lot area
LOT GRADING CALCULATIONS
Basement Excavation = 190 cubic yards
Finished Lot Grading= 195 cubic yards
Material (excess/needed)5 cubic yards (needed)
03/17/2021
Zoning = RST-2
FY - 20' House, 25' GarageSY - 7' Interior, 20' CornerRY - 30'
SY Buffer - 30'RY Buffer - 50'
*Draintile connection required.
The curb box, drain tile cleanout, and catchbasin(if applicable) must be inspected and
accepted before As-Built escrow monies willbe released. All structures must be flushwith the sod. This will be scheduled with thelandscape inspection.
ENGINEERING REVIEWED
Date:__________________07/19/2021 jpesik
EROSION CONTROL MUST BE INSTALLED BEFORE EXCAVATION
*Maintain 6" between bottom of siding and sod.*No structures in easements.