HomeMy WebLinkAbout20095 Gamma Lane SurveyGINSENG WAYGAMMA LANE
LOT 1
Building Pad per
Grading Plan2
Proposed House
Florence EV2S, Elev. G2
Lookout
Lowest Floor Elev. = (1049.83)
Top of Foundation @
Lookout Elev.= (1053.00)
SS SAN SAN SAN
WAT WAT WAT WAT WAT WAT WAT101110SANSANSANSAN
SANWATWATWATWATWATWATWATWATWATSANSANCS
Drainage and Utility Easement over all of Lot 7, Block 2
X
(
1
0
5
7
.
0
)Proposed SidewalkN89°57'15"E 50.00
N00°02'45"W 95.0050.00
N89°57'15"EN00°02'45"W 95.005.00 23.00
5.125.12 13.33
2.0013.38
47.7512.716.505.17
14.6322.0023.080.1332.7912.0055.8727.1327.1255.8712.00Four
Season
Porch
Garage
Porch
(4.4%)0.13
8.1210.962.009.04
2.0010.1213.58
10.120.13 0.13
1052.79
1055.57 1055.22
1051.89
Sidew
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(1057.50)
1054
105610561056
60 foot Right of Way60 foot Right of Way16.00 167952.81 N
526192.24 E
168062.69 N
526209.75 E
Drain Tile Cleanout
End Curb & Gutter(1
0
5
1
.
7
8
)
T
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(1052.20)TC X105220.29
13.04 2.00N:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B02L01 2ND.DWG1
1
02/11/2022
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 Florence foundation plan,
sheet A2.1G, dated 12/2021.
Lot 1, Block 2, CEDAR HILLS 2ND ADDITION,
according to the recorded plat thereof, Dakota
County, Minnesota.
Address- 20095 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. = (1057.50)(at overhead door)
Top of Poured Foundation Wall Elev. = (1057.83)
Lowest Floor Elev. = (1049.83)
Top of Foundation Wall @ Lookout Elev. = (1053.00)
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.
03/02/2022
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 CALCULATIONS
Lot area = 4,750 sq. ft.
House area = 2,072 sq. ft.
Porch area = 198 sq. ft.
Four Season Porch area = 139 sq. ft.
Driveway and Sidewalk = 219 sq. ft.
Impervious area 2,628 sq. ft. / 55.3% of total of lot area
LOT GRADING CALCULATIONS
Basement Excavation = 240 cubic yards
Finished Lot Grading= 129 cubic yards
Material (excess/needed)111 (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 CONTROL
MUST BE INSTALLEDBEFORE EXCAVATION
ENGINEERING REVIEWED
Date:__________________03/17/2022 lritchie
*Maintain 6" between bottom of siding and sod.*No structures in easements.
Planning DepartmentApprovedDate:__________________03/17/2022 kjenson