HomeMy WebLinkAbout20465 Ginger Court-Survey for PermitLOT 12
S
SAN
SAN
SAN
SAN SAN SAN SAN SAN SAN
STOSTOSTO
STO
STO
STO
STO
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WAT
WAT
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2
3
5
CS
GINGER COURT
Drainage and Utility
Easement per the plat
of CEDAR HILLS
2ND ADDITION
Building Pad per
Grading Plan
6
Proposed House
Mckinley EN11, Elev. C3
Full Basement
2 Additional Step Condition
Lowest Floor Elev. = (987.23)
991.6
(991.6)
997.4
(996.1)10GaragePorch
60 foot Public Right of Way
Egress Well
SidewalkDrain Tile
Cleanout
989.9
(989.6)
988.8
(988.0)(991.3)
X 105
5
5
5
1010
Building
Setback
(4.2%)X 990
.91TCX 990
.03TC987.96TC X24.06
N88°07'39"W
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=
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"L=6.75R=60.00Δ=6°26
'48
"N01°52'21"E 169.01N87°02'08"W 72.01
N01°52'21"E 200.73X (99
4.
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49.75
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5.0012.7533.7511.20
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4.3335.6649.8883.4782.2149.8868.65991.00
992.02
989.70
989.36
10.9911.01
50.2382.38House under
construction
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9
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construction
Drain Tile
Cleanout
(993.50)X (994.6)X (994.6)X (994.
1)
(99
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)
X99099
2 99
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6 99
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Existing
Retaining Wall
Existing
Fence
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N:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B06L12 2ND.DWG1
1
11/29/2022
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
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 Mckinley foundation plan,
sheet A2, dated 06/01/2022.
Lot 12, Block 6, CEDAR HILLS 2ND ADDITIO
according to the recorded plat thereof, Dako
County, Minnesota.
Address- 20465 Ginger Court
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. = (993.50)(at overhead
2 Additional step condition
Top of Poured Foundation Wall Elev. = (99
Lowest Floor Elev. = (987.23)
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.
12/12/2022
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 elevatio
x (xxx.xx) Denotes proposed elevat
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 = 14,052 sq. ft.
House area = 2,123 sq. ft.
Porch area = 147 sq. ft.
Driveway and Sidewalk = 1427 sq. ft.
Impervious area 3,697 sq. ft. / 26.3%
of total of lot area
LOT GRADING CALCULATIONS
Basement Excavation = 204 cubic yards
Finished Lot Grading = 284 cubic yards
Material (excess/needed) 80 cubic yards needed
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 the
landscape inspection.
*Draintile connection required.
*Maintain 6" between bottom of siding and sod.*No structures in easements.
EROSION CONTROL
MUST BE INSTALLED
BEFORE EXCAVATION
ENGINEERING REVIEWED
Date:__________________12/22/2022 lritchie