HomeMy WebLinkAbout20094 Gamma La-SurveyGINSENG WAYGAMMA LANE
LOT 15
Building Pad per
Grading Plan
1
Proposed House
Buckingham, EJ04, Elev. A2W
Lookout
Lowest Floor Elev. = (1049.53)
Top of Foundation @
Lookout Elev.= (1052.70)
Proposed Sidewalk
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Proposed SidewalkX (1056.4)60 foot Right of Way
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N00°02'45"W 95.00N89°57'15"E 50.00
N89°57'15"E 50.00
N00°02'45"W 95.0060 foot Right of WayGarage
Porch
Sidew
al
k
Covered
Deck
(1057.20)(4.5%)21.50
24.500.12
31.3812.00
10.0027.7563.7512.75
8.005.62 10.124.0020.00
6.130.13
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167891.88 N526203.09 E
167783.31 N526225.30 E
167776.51 N526231.50 E
Draintile Cleanout
1056
10
5
6
1054
1052
1050
1048
10461048
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N:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B01L15 2ND.DWG1
1
02/07/2022
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 Buckingham foundation plan,
sheet A3, dated 12/01/2021.
Lot 15, Block 1, CEDAR HILLS 2ND ADDITION,
according to the recorded plat thereof, Dakota
County, Minnesota.
Address-20094 Gamma Lane
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. = (1057.20)(at overhead door)
Top of Poured Foundation Wall Elev. = (1057.53)
Lowest Floor Elev. = (1049.53)
Top of Wall Elev. @ Lookout = (1052.70)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.
03/01/2022
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 = 2,416 sq. ft.
Porch area = 164 sq. ft.
Covered Deck area = 123 sq. ft.
Driveway and Sidewalk = 250 sq. ft.
Impervious area 2,953 sq. ft. / 62.2% of total of lot area
LOT GRADING CALCULATIONS
Basement Excavation = 176 cubic yards
Finished Lot Grading= 87 cubic yards
Material (excess/needed)89 cubic yards(excess)
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 CONTROLMUST BE INSTALLED
BEFORE EXCAVATION
*Maintain 6" between bottom of siding and sod.
*No structures in easements.
ENGINEERING REVIEWED
Date:__________________03/16/2022 lritchie
Planning DepartmentApprovedDate:__________________03/17/2022 kjenson