HomeMy WebLinkAbout20450 Ginger Ct SurveyGATEWAY DRIVEGINGER COURT
LOT 20
6
Proposed House
Lewis EK05, Elev. D3
Lookout
Lowest Floor Elev. = (987.33)
Top of Foundation @
Lookout Elev.= (990.50)
SAN SAN SAN SAN SAN
SANSANSANSANSANSANSANSANSANSAN
STO
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TO
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STOSTOSTOWATWATWATWATWATWATWATWATWATWATWAT23Drainage and Utility
Easement per the plat
of CEDAR HILLS
2ND ADDITION
Building Pad per
Grading Plan
Building
Setback
(993.3)
992.7
60.00 foot Public Right of Way
205TH STREET WEST
Variable Width Public Right of Way
Existing Bituminous Trail
(984.5)
984.5
5
10(994.7)
994.3
(987.9)
986.9
5
1010
10101082.43
N88°07'39"W
L=152.49R=770.00Δ=11°20'49"100.04
N86°36'06"WN01°52'21"E 148.56Garage
Porch
20.50
10.126.62 2.0012.75
37.7539.7523.3810.1220.5010.00 2.0034.38
15.00
22.18
22.05
77.1845.8725.50992.44
989.43
992.56
993.9525.5012.05
77.7525.43993.74TC XX 994.22TC
X 992.40TC
X 990.84TC
X 988.02TC
X 986.96TCExisting Sidewalk984.76TC XT
CS
994.36
9
9
2
.
8
0
991
.
21
989.65988.41E
98
6
.
9
1
986.34
9
8
5
.
5
4
984.88
9
8
4
.
2
6
X
9
9
2
.
4
993.2 X99
1
.
4
X
X 990.
2
985.87TC XX 989.21TC992.68TC X995.12TC X
165826.80 N526691.83 E165972.22 N526679.90 E165975.49 N
526629.96 E
983.65TC XExisting Sidewalk(3.2%)19.50
6.130.13
S
S
(995.00)
22.43
Proposed
Sidewalk
(989.8) XX (
9
8
9
.
8
)
X (989.
3
)
(989.3) X
988
986
984
986
990
9
9
2 994X (994.5)994992
99
0 60.00 foot Public Right of Way16
5
8
3
3
.
3
1
N
52
6
6
6
7
.
9
8
E Drain TileCleanoutN:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B06L20 2ND.DWG1
1
09/21/2022
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 Lewis foundation plan,
sheet A2, dated 06/01/2022
Lot 20, Block 6, CEDAR HILLS 2ND ADDITION,
according to the recorded plat thereof, Dakota
County, Minnesota.
Address- 20450 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. = (995.00)(at overhead door)
Top of Poured Foundation Wall Elev. = (995.33)
Lowest Floor Elev. = (987.33)
Top of Foundation Wall @ Lookout = (990.50)
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.
10/03/2022
Mathew J. Welinski Date
Minnesota License No. 53596
matt.welinski@westwoodps.com
Denotes iron monument foun
Denotes iron monument set
x xxx.x Denotes existing elevation
x (xxx.xx) Denotes proposed elevati
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 = 14,044 sq. ft.
House area = 1,861 sq. ft.
Porch area = 133 sq. ft.
Driveway and Sidewalk = 742 sq. ft.
Impervious area 2,736 sq. ft. / 19.5% of total of lot area
LOT GRADING CALCULATIONS
Basement Excavation = 44 cubic yards
Finished Lot Grading= 134 cubic yards
Material (excess/needed)90 cubic yards needed
Zoning = RS-4
FY - 20' House, 25' Garage
SY - 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 and
accepted before As-Built escrow monies willbe released. All structures must be flushwith the sod. This will be scheduled with thelandscape 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:__________________10/03/2022 lritchie