HomeMy WebLinkAbout20457 Ginger Ct Revised SurveyGATEWAY DRIVE
GINGER COURT
LOT 11
Drainage and Utility
Easement per the plat
of CEDAR HILLS
2ND ADDITION
Building Pad per
Grading Plan
Building
Setback
6
Proposed House
Springfield EN06, Elev. G3
Full Basement
2 Additional Step Condition
Lowest Floor Elev. = (989.15)
SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSANSANSAN SANSANSANSANSAN
STO
STOSTOSTOSTOSTOSTOSTOS
TO
S
TO
STOSTOSTOSTOSTO
STO WATWATWATWATWATWATWATWATWATWATWAT WAT WAT WAT WAT WAT WAT WAT WAT452
991.4
(991.6)
996.57
(996.9)
996.2
(996.1)
1008.2
(1008.5)(994.1)
X
5
105
1010
101010
Garage
Porch
Morning
Room
29.0114.44 109.16S01°52'21"W 200.73N87°02'08"W 50.13
N17°09'46"W
182.71L=28.45R=770.00Δ=2°07'00"N88°07'39"W 118.50
Existing
Retaining Wall
14.56
3.7510.0016.75
10.0019.25
29.385.13
20.5025.00
10.00
2.0020.0017.756.
1
9
10.5029.7529.44
15.00
29.0151.88119.85991.26
991.45
995.82
994.08 SidewalkExisting S
idewa
lk
X 1008.16TC
X 1006.24TC
X 1003.72TC
X 1002.23TC
X 1000.57TC
X 998.42TC
X 994
.85REX 992
.46TCX 990
.43RE
M M
CS
9
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997.7
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8
210
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01003.61
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996.6996.3996.9XXXXXXXXXXX
X
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XX 992.2992.4 XX
9
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X 990.
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X 1004.75TC
X 1006.82RE
60
foo
t
R
ight
of
Way
60 foot Right of Way
(995.50)
166037.75 N526566.69 E
166024.23 N
526532.12 E 166020.74 N
526643.42 E166054.43 N526655.59
E166222.54
N526609.42
EExist
ing Sidewalk
15.007.130.13 4.335.83
4.33Existing
Retaining Wall
Existing Fence
Exis
t
ing
Fence
Existing
Retaining Wall
Egress Well
Sidewalk(7.1%)18.72 X (996.0)X (996.
5
)
X (996.
0) (996.5) X (996.0)
X9969969
9
4
99
4
99
8
10
0
0
1
0
0
2 100410061008100810061004100210009
9
8
99
6
9
9
2
99
2
34.82
166053.57
N
526539.64 E
Drain Tile
Cleanout
N:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B06L11 2ND.DWG1
1
09/20/2022
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 Springfield foundation plan,
sheet A2, dated 06/01/2022.
Lot 11, Block 6, CEDAR HILLS 2ND ADDITIO
according to the recorded plat thereof, Dako
County, Minnesota.
Address- 20457 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. = (995.50)(at overhead
2 Additional step condition
Top of Poured Foundation Wall Elev. = (99
Lowest Floor Elev. = (989.15)
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 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 CALCULATION
Lot area = 16,918 sq. ft.
House area = 2,031 sq. ft.
Porch area = 97 sq. ft.
Driveway and Sidewalk = 834 sq. ft.
Impervious area 2,962 sq. ft. / 17.5%
of total of lot area
Note- Impervious Surface calculation
does not include existing Retaining W
LOT GRADING CALCULATIONS
Basement Excavation = 181 cubic ya
Finished Lot Grading = 237 cubic ya
Material (excess/needed) 56 cubic yards
neede
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 and
accepted before As-Built escrow monies willbe released. All structures must be flushwith the sod. This will be scheduled with thelandscape inspection.
*Maintain 6" between bottom of siding and sod.*No structures in easements.
EROSION CONTROL
MUST BE INSTALLED
BEFORE EXCAVATION*Draintile connection required.
ENGINEERING REVIEWED
Date:__________________10/03/2022 lritchie