HomeMy WebLinkAbout7371 204th Street West-Survey for Permit19.69
204TH STREET
LOT 2
SSANSAN
SAN
SAN
SAN
SAN
SAN
STO
STO
STO
STO
STO
STO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO
WAT
WAT
WAT
WAT
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WATWATWAT 2
3
Drainage and Utility
Easement per the plat
of CEDAR HILLS
2ND ADDITION
Building Pad per
Grading Plan
Building
Setback
6
X (1008.1)
1005.3
(1005.3)
1006.17RE
(1006.3)
60 foot Righ of Way
10
5
Garage
Porch
Egress
Well
Property corner
not set, falls on
Catch Basin
1007.7
(1007.8)
1009.0
(1008.9)X (1010.4)X (1008.5)1010
101010N05°10'51"E 188.22N6
2
°
0
2
'
0
8
"
W
7
8
.
6
4
N05°10'51"E 158.81L=36.66
R=830.00
Δ=2°31'51"
L=20.10
R=100.00
Δ=11°31'0
0
"
15.84
N86°13'36"W
Proposed House
Springfield EN06, Elev. A3
Full Basement
2 Additional Step Condition
Lowest Floor Elev. = (1003.33)SidewalkMorning
Room
26.4413.75
13.75 77.7928.75
13.88
18.87
23.75
25.5353.87108.8178.3653.8726.571007.31
1007.33
1006.28
1006.01
X 1007
.21TCX 1006
.13TCX 1004
.75RE
CS T1006.6
XX 1006.4X
1
0
0
6
.
5 1006.6 X
166672.55 N
526439.86 E
166472.12 N
526421.43 E 166657.81 N526448.30 E166483.32 N
526445.78 E
X
(
1
0
1
0
.
7
)(1010.7) XX (1010.2)X (1010.2)(8.5%)(1009.60)
Drain
Tile
Cleanout
10061008
101
010121010
1008
10
1
0
1012
4.335.83
4.3315.006.130.12
16.75
10.0019.25
29.375.12
22.5010.00
2.0020.0019.756.
1
9
10.5029.753.75 10.00N:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B06L02 2ND.DWG1
1
02/24/2022
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 Springfield foundation plan,
sheet A2, dated 12/01/2021
Lot 2, Block 6, CEDAR HILLS 2ND ADDITIO
according to the recorded plat thereof, Dak
County, Minnesota.
Address- 7371204th 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. = (1009.60)(at overhead
2 Additional Step Condition
Top of Poured Foundation Wall Elev. = (10
Lowest Floor Elev. = (1003.33)
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.
03/03/2022
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 = 12,620 sq. ft.
House area = 2,091 sq. ft.
Porch area = 82 sq. ft.
Driveway and Sidewalk = 789 sq. ft.
Impervious area 2,962 sq. ft. /
23.5% of total of lot area
LOT GRADING CALCULATIONS
Basement Excavation = 156 cubic yards
Finished Lot Grading= 345 cubic yards
Material (excess/needed)189 cubic yards(needed)
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 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 CONTROL
MUST BE INSTALLEDBEFORE EXCAVATION
*Maintain 6" between bottom of siding and sod.*No structures in easements.
ENGINEERING REVIEWED
Date:__________________04/12/2022 lritchie