HomeMy WebLinkAbout7372 204th Street W-SurveySSANSANSAN
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LOT 9
Drainage and Utility Easement
per the plat of CEDAR HILLS
2ND ADDITION
Building Pad per
Grading Plan
Building
Setback
6
Proposed House
Lewis, EK05, Elev. A3
Walkout
Lowest Floor Elev. = (1001.43)
204TH STREET W
E
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T
60 foot Right of Way
(1006.7) X
1004.4
(1005.1)
989.7
(988.4)
5 10Garage
PorchX 1004.65Draintile
Cleanout
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(1007.9)
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R=100.00
Δ=10°11'14"
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L=37.10
R=770.00
Δ=2°45'39"N06°29'17"E 176.87N87°02'08"W 70.63
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N:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B06L09 2ND .DWG1
1
03/07/2022
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) House shown reflects Lewis foundation plan,
sheet A2, dated 12/01/2021.
Lot 9, Block 6, CEDAR HILLS 2ND ADDITIO
according to the recorded plat thereof, Dak
County, Minnesota.
Address-7372 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. = (1009.10)(at overhead
Top of Poured Foundation Wall Elev. = (10
Lowest Floor Elev. = (1001.43)
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.
03/14/2022
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 = 12,547 sq. ft.
House area = 1,866 sq. ft.
Porch area = 48 sq. ft.
Driveway and Sidewalk = 790 sq. ft.
Impervious area 2,704 sq. ft. /
21.6% of total of lot area
LOT GRADING CALCULATIONS
Basement Excavation = 60 cubic yards
Finished Lot Grading= 217 cubic yards
Material (needed)157 cubic yards
(neede
Zoning = RST-2
FY - 20' House, 25' GarageSY - 7' Interior, 20' CornerRY - 30'
SY Buffer - 30'RY Buffer - 50'
The curb box, drain tile cleanout and catch basin
(if applicable) must be inspected and acceptedbefore As-built escrow monies will be released.
All structures must be flush with the sod. Thiswill be scheduled with the landscape inspection.
*Maintain 6" between bottom of siding and sod.*No structures in easements.
EROSION CONTROLMUST BE INSTALLEDBEFORE EXCAVATION
*Draintile connection required.
ENGINEERING REVIEWED
Date:__________________04/15/2022 lritchie