HomeMy WebLinkAbout20473 Ginger Court-SurveyGINGER
COURT
S
SAN
STO
STO
STO
STO
STO
ST
O
ST
O STO
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5
LOT 13
Drainage and Utility Easement
per the plat of CEDAR HILLS
2ND ADDITION
Building Pad per
Grading Plan
Building
Setback
6
Proposed House
Lewis, Elev. EK05
Full Basement
2 Additional Step Condition
Lowest Floor Elev. = (984.23)X (991.3)(989.3) X
(989.6)
989.3
(987.3)
987.24RE
(987.4)
987.0
(988.0)
988.8
N87°02'08"W 102.77
N01°52'21"E 169.01N12°36'40"W 150.76L=74.
3
5
R=60
.
0
0
Δ=71
°
0
0
'
0
5
"
39.75
23.3710.12
26.5020.006.0010.508.136.62
2.0012.7537.7526.60
18.55
8.50
43.51
Garage
Porch
987.41
987.53
989.10
989.13
987.
8
0
T
C
X
987.
29
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X986.64TC X27.8551.5371.3951.8549.8867.28T
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987.
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986.9
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987.4
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988.23TC X
(990.50)
(9
9
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6
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X
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X
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9
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)(6.4%)19.506.120.12
4.335.834.33
Egress
Well
Sidewalk
27.6814.59
8.4667.6016.00
60.00 foot Public
Right of Way10 105
5
5
5 1010Drain Tile
Cleanout
990990
990
992
9889889909
9
2
166101.10 N
526421.60 E
166091.56 N
526467.43 E
166239.42 N526370.98 E
166247.00 N
526364.34 E
Drain Tile
Cleanout
Property corner not set
fall on Catch Basin
992994N:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B06L13 2ND.DWG1
1
06/06/2022
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 13, Block 6, CEDAR HILLS 2ND ADDITION,
according to the recorded plat thereof, Dakota
County, Minnesota.
Address- 20473 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. = (990.50)(at overhead door)
2 Additional Step Condition
Top of Poured Foundation Wall Elev. = (992.23)
Lowest Floor Elev. = (984.23)
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.
06/15/2022
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 Departme
of Transportation Control Point "1
H", Elevation = 959.11 (N.A.V.D.
1988), not graphically shown.
IMPERVIOUS SURFACE CALCULATIONS
Lot area = 12,431 sq. ft.
House area = 1,965 sq. ft.
Porch area = 133 sq. ft.
Driveway and Sidewalk = 858 sq. ft.
Impervious area 2,956 sq. ft. / 23.8% of total of lot area
LOT GRADING CALCULATIONS
Basement Excavation = 147 cubic yards
Finished Lot Grading= 352 cubic yards
Material (excess/needed)205 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 will
be 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:__________________06/23/2022 lritchie