HomeMy WebLinkAbout20174 Gambrel Path-SurveyGAMBREL PATH
LOT 7
Building Pad per
Grading Plan
4
Drainage and Utility Easement over all
of Lot 12, Block 4 per the plat of
CEDAR HILLS 2ND ADDITION
X (1046
.
0
)
Proposed House
Buckingham EJ04, Elev. C2
Walkout
Lowest Floor Elev. = (1038.83)
SANSANSANSANSANSANSAN
WAT WAT WAT WAT WAT
56
CS
(
1
0
4
3
.
9
)
X
X (1029.3)
50.00
N89°57'15"E
N00°02'45"W 95.00N00°02'45"W 95.00N89°57'15"E 50.0010.005.00
5.00
15.00Garage
Porch
Covered
Deck
12.75
8.005.62 10.1221.50
24.500.13
31.5011.87
10.0027.8863.8723.50 5.00
17.005.12
15.0066.0014.0014.0066.0015.001044.69
1039.01
1037.85
1043.39 X 1044.42TCX 1043.79TCX 1042.37TCSidewalk
T E
X
1035
.
6
1034.3 X 1044.2 XX 1043
.6X 1038.21038.2
X
60.00 foot Public Right of Way
167328.71 N526860.70 E167219.60 N526848.77 E
167215.93 N526847.73 E
(1046.50)X (1038.2)(6.3%)4.0020.00
6.130.13
0.13
10.0012.00Sidewalk
Drain Tile Cleanout
X (1
0
3
7
.
7
)X (1038.2)(103
7
.
7
)
X 104610441044104210401038
1036
1034
1032
1030
1028
1030
1038
1
0
4
0
1
0
4
210441046 1048N:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B04L07 2ND.DWG1
1
08/31/2022
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
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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 Buckingham foundation plan,
sheet A2, dated 06/01/2022.
Lot 7, Block 4, CEDAR HILLS 2ND ADDITION,
according to the recorded plat thereof, Dakota
County, Minnesota.
Address- 20174 Gambrel Path
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. = (1046.50)(at overhead door)
Top of Poured Foundation Wall Elev. = (1046.83)
Lowest Floor Elev. = (1038.83)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.
09/13/2022
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 = 4,750 sq. ft.
House area = 2,422 sq. ft.
Porch area = 164 sq. ft.
Covered Deck area = 120 sq. ft.
Driveway and Sidewalk = 253 sq. ft.
Impervious area 2,959 sq. ft. / 62.3% of total of lot area
LOT GRADING CALCULATIONS
Basement Excavation = 54 cubic yards
Finished Lot Grading= 78 cubic yards
Material (excess/needed)24 cubic yards needed
Planning DepartmentApprovedDate:__________________09/19/2022 kjenson
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:__________________09/23/2022 lritchie