HomeMy WebLinkAbout20458 Ginger Ct SurveyGINGER COURT
S SAN SAN SAN SAN SAN SAN
STOSTOSTOSTO
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2
3
CS
LOT 19
Drainage and Utility
Easement per the plat
of CEDAR HILLS
2ND ADDITION
Building Pad per
Grading Plan
Building
Setback 6
Proposed House
Vanderbilt EK02, Elev. C3
Lookout
Lowest Floor Elev. = (986.13)
Top of Foundation Wall
@ Lookout = (989.30)
(993.3)
992.6
60.00 foot Public Right of Way
Porch GarageSidewalk
205TH STREET WEST
Variable Width Public Right of W
a
y
Existing Bituminous Trail
(990.3)
990.7
(982.5)
982.4
(984.5)
984.5
5
105
5
5
101010(991.4) X
72.00
N88°07'39"W
N01°52'21"E 146.64N01°52'21"E 148.56N86°36'06"W 72.03 25.508.50
13.50
75.6022.10
16.00
(5.3%)22.00
2.0010.00
20.5010.13
23.3739.7531.7517.88 14.1318.00
6.120.12
31.50 18.50
18.63
13.62
75.2745.8825.5025.5045.8777.18992.44
989.43
987.79
990.87
(993.80)(988.6) XX (
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982
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983.31 X
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Drain Tile
Cleanout
N:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B06L19 2ND.DWG1
1
06/29/2022
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
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 facin
3) Grading Plan by Westwood Professional Serv
initial submittal date 02/06/20.
4) Building shown reflects Vanderbilt foundatio
sheet A2, dated 06/01/2022.
Lot 19, Block 6, CEDAR HILLS 2ND ADDITION,
according to the recorded plat thereof, Dakota
County, Minnesota.
Address- 20458 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. = (993.80)(at overhead doo
Top of Poured Foundation Wall Elev. = (994.13
Lowest Floor Elev. = (986.13)
Top of Foundation Wall @ Lookout Elev. = (98
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.
07/27/2022
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 = 10,627 sq. ft.
House area = 1,779 sq. ft.
Porch area = 110 sq. ft.
Driveway and Sidewalk = 777 sq. ft.
Impervious area 2,666 sq. ft. / 25.1% of total o
LOT GRADING CALCULATIONS
Basement Excavation = 149.15 cubic yards
Finished Lot Grading= 65.25 cubic yards
Material (excess/needed)83.9 cubic yards excess
Zoning = RST-2FY - 20' House, 25' Garage
SY - 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 INSTALLED
BEFORE EXCAVATION
*Maintain 6" between bottom of siding and sod.
*No structures in easements.
ENGINEERING REVIEWED
Date:__________________08/04/2022 lritchie