HomeMy WebLinkAbout20474 Ginger Ct SurveyGINGER COURT
LOT 17
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. B3
Walkout
Lowest Floor Elev. = (982.13)
SAN
SAN
SAN
SAN
WAT
WAT
WAT
WAT
WAT
WAT
4
CS
X (989.3)(989.30 X
(987.5)
987.5
(978.0)
977.1
(978.2)
978.0
(980.2)
980.3
(988.4)
988.5
29.75
N88°07'39"W
L=27
.
6
8
R=6
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Δ=2
6
°
2
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'
4
1
"N28°18'02"E 135.45N5
7
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4
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'
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W
5
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1
7
N86°36'06"W 69.15 N01°52'21"E 144.7225.508.54
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67.2130.32
18.37
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39.7531.8717.88 14.1322.00
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984.75
981.91
987.98 X 987.76TCX 987.11TCX 986.85TC981.01980.22979.34978.48977.75977.33Existing Bituminous Trail
ET
X 987
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X 981.
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105
10101010105
5
5
Porch SidewalkGarage(6.7%)20.11
16.00
60.00 foot Public Right of Way
165984.61 N
526396.30 E165992.47 N
526439.90 E
Drain Tile
Drain Tile
Cleanout
18.006.130.13
(989.80)
X
(
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978 982986988990988
97
6 984205TH STREET WEST Variable Width Public Right of Way
978
N:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B06L17 2ND.DWG1
1
08/02/2022
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 Vanderbilt foundation plan,
sheet A2, dated 06/01/2022.
Lot 17, Block 6, CEDAR HILLS 2ND ADDITION,
according to the recorded plat thereof, Dakota
County, Minnesota.
Address-20474 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. = (989.80)(at overhead door)
Top of Poured Foundation Wall Elev. = (990.13)
Lowest Floor Elev. = (982.13)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.
08/17/2022
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 Poin
"1914 H", Elevation = 959.1
(N.A.V.D. 1988), not
graphically shown.IMPERVIOUS SURFACE CALCULATIONS
Lot area = 12,858 sq. ft.
House area = 1,784 sq. ft.
Porch area = 110 sq. ft.
Driveway and Sidewalk = 799 sq. ft.
Impervious area 2,693 sq. ft. / 20.9% of total of lot area
LOT GRADING CALCULATIONS
Basement Excavation = 111 cubic yards
Finished Lot Grading= 184 cubic yards
Material (excess/needed)73 cubic yards needed
Zoning = RST-2FY - 20' House, 25' GarageSY - 7' Interior, 20' Corner
RY - 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 flush
with 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:__________________08/25/2022 lritchie