HomeMy WebLinkAbout20082 Gamma Ln SurveyGENEVA TRAILProposed House
Buckingham EJ04, Elev. B2S
Lookout
Lowest Floor Elev. = (1048.43)
Top of Foundation @
Lookout Elev.= (1051.60)
(1056.10)
SAN SAN SAN SAN SAN SAN SAN SAN
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GAMMA LANE
LOT 18
Building Pad per
Grading Plan1X (1055.6)Proposed Sidewalk
Garage
Porch
Covered
Deck
N89°57'15"E 50.00
S00°02'45"E 95.00N89°57'15"E 50.00N00°02'45"W 95.0021.50
10.135.63 8.0012.75
63.7527.7510.0012.0031.370.1324.505.00 23.50
5.1217.13 14.0065.8715.1315.1365.8714.001053.24
1050.211050.78
1053.79 X 1052.81TCX
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TCX 1053.77TCX 1054.24TCDrain Tile
Cleanout
Drainage and Utility Easement
over all of Lot 19 per the plat of
CEDAR HILLS 2ND ADDITION T T
X (1054.
4
2
)
60.00 foot Public Right of Way
60.00 foot Public Right of WaySi
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10.1312.13
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4.00Proposed SidewalkX 1054.00TCExisting Sidewalk1046.80 X
1048.13 X
1050.
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X
1051.32 X
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167892.72 N
526406.14 E
167902.02 N526436.60 E
167782.83 N
526377.77 E
167776.55 N526370.97 E
S
Existing Sidewalk(1050.9) X(1050.9) X(1050
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4
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X
(1050.
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X105610541052
1050
1048 10541052105010481050
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43.00N:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B01L18 2ND .DWG1
1
03/21/2022
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 Buckingham foundation plan,
sheet A2, dated 12/01/21.
Lot 18, Block 1, CEDAR HILLS 2ND ADDITION,
according to the recorded plat thereof, Dakota
County, Minnesota.
Address- 20082 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. = (1056.10)(at overhead door)
Top of Poured Foundation Wall Elev. = (1056.43)
Lowest Floor Elev. = (1048.43)
Top of Foundation Wall @ Lookout Elev. = (1051.60)
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.
04/18/2022
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 eleva
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 = 2,418 sq. ft.
Porch area = 164 sq. ft.
Covered Deck area = 123 sq. ft.
Driveway and Sidewalk = 251 sq. ft.
Impervious area 2,956 sq. ft. / 62.2% of total of lot area
LOT GRADING CALCULATIONS
Basement Excavation = 227 cubic yards
Finished Lot Grading= 127 cubic yards
Material (excess/needed)100 (excess)
Planning DepartmentApprovedDate:__________________04/12/2022 kjenson
The curb box, drain tile cleanout, and catchbasin(if applicable) must be inspected andaccepted before As-Built escrow monies willbe released. All structures must be flushwith the sod. This will be scheduled with the
landscape inspection.
*Draintile connection required.
EROSION CONTROLMUST BE INSTALLEDBEFORE EXCAVATION
*Maintain 6" between bottom of siding and sod.
*No structures in easements.
ENGINEERING REVIEWED
Date:__________________04/18/2022 lritchie