HomeMy WebLinkAbout7416 203rd Street West SurveyS SAN SAN SAN SAN SAN SAN
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LOT 1
Drainage and Utility
Easement per the plat
of CEDAR HILLS
Proposed House
Vanderbilt EK02, Elev. D3
Walkout
Lowest Floor Elev. = (1013.23)
Building Pad per
Grading Plan
Building
Setback
5
203RD STREET
W
E
S
T
Vacate lot
N02°58'06"E 173.13N02°58'06"E 164.59N89°22'29"E 70.49
L=43.13
R=440.00
Δ=5°37'01"
L=27.36
R=560.00
Δ=2°47'58"
X (1020.2)25.5010.18
10.15
GaragePorch (6.0%)X (1019.02)T
C
X (1018.4
9)
TC
X (1016.46)T
C
20.00
22.5010.13
23.5031.8817.88 12.1312.00 2.0040.14
10.21
0.126.1318.0029.1524.951020.31
1013.37
1013.22
1018.09
CS
1019.6 XX 101
8
.0X 1012.31012.8
X
1019.0
(1019.6)
1017.5
(1017.1)
998.0
(998.2)
1000.7
(1000.4)
X
(
1
0
1
2
.
6
)
X (1012.
1
)
X
(
1
0
1
2
.
6
)
(1012.1) X
(1020.90)Sidewalk10201018
101610141012101010081012
1010
1008
1006
1004
1002
1000 1020Proposed Curb
& Gutter
5
55
5 10101010CS
10201018
1016
1014
10.32 39.75
20.28 46.0093.6497.9846.0094.71N:\0025850.01\DWG\SURVEY\0025850.01B05L01.DWG1
1
03/30/2021
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
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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'
1) Curb & gutter and utilities are under construc
2) Building dimensions do not reflect brick facin
3) Building shown reflects Vanderbilt plan found
plan, sheet A2, dated 02/01/2021
Lot 1, Block 5, CEDAR HILLS, according to the
recorded plat thereof, Dakota County, Minnesota
Address-7416 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. = (1020.90)(at overhead doo
Top of Poured Foundation Wall Elev. = (1021.2
Lowest Floor Elev. = (1013.23)
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.
03/31/2021
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 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 = 11,906 sq. ft.
House area = 1,780sq. ft.
Porch area = 110 sq. ft.
Driveway and Sidewalk = 786 sq. ft.
Impervious area 2,676 sq. ft. / 22.5 % of total o
LOT GRADING CALCULATIONS
Basement Excavation = 58 cubic yards
Finished Lot Grading= 219 cubic yards
Material (excess/needed)161 cubic yards
(needed)
Zoning = RST-2FY - 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 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.
EROSION CONTROL MUST BE INSTALLED BEFORE EXCAVATION
*Maintain 6" between bottom of siding and sod.
*No structures in easements.
ENGINEERING REVIEWED
Date:__________________05/13/2021 jpesik