HomeMy WebLinkAbout20086 Gamma Ln SurveyGAMMA LANE
LOT 17
Building Pad per
Grading Plan
1 X (1055.6)Proposed House
Brighton EJ03, Elev. C2
Walkout
Lowest Floor Elev. = (1048.63)
SAN SAN SAN SAN SAN SAN SAN SAN SAN
WAT WAT WAT WAT WAT WAT
89
CS
(1055.8) X(1056.30)
Proposed SidewalkProposed Sidewalk
50.00
N89°57'15"E
N00°02'45"W 95.00N89°57'15"E 50.00N00°02'45"W 95.0022.50
13.005.12 5.8812.25
43.8813.87
12.0025.8736.500.1326.5019.005.1312.0063.0020.0020.0063.0012.0022.505.00
Garage
Porch
Covered
Deck X 1053.77TCX 1054.24TCX 1054.42TCX 1054.60TCX (1054.
8
4
)
1053.98
1048.191048.22
1054.04
Drain Tile
Cleanout
Drainage and Utility Easement
over all of Lot 19 per the plat of
CEDAR HILLS 2ND ADDITION
Si
d
ew
a
l
k
T T
X 1053
.61053.7 XX 1047.810
4
7
.
7
X
1047.8
X1047.8
X
X (1055
.
0
2
)X 1054.00TCX (1054.42
)
167890.61 N
526339.34 E
167782.78 N
526314.88 E
60.00 foot Public Right of Way
X (1
0
4
8
.
0
)
X (10
4
8
.
0
)
X
(
1
0
4
7
.
5
)
X (1
0
4
7
.
5
)
14.00 12.000.13 9.1320.00
2.000.13
10561
0
5
4
1052105010481046
104410481050105210541056
X 1040.68
R
E1042 (5.2%)5.13
5.13
20.0010.0025.0016.00
167758.57 N
526305.17 E 41.00N:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B01L17 2ND.DWG1
1
03/18/2022
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 Brighton foundation plan,
sheet A2, dated 12/01/2021.
Lot 17, Block 1, CEDAR HILLS 2ND ADDITION,
according to the recorded plat thereof, Dakota
County, Minnesota.
Address- 20086 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. = (1056.30)(at overhead door)
Top of Poured Foundation Wall Elev. = (1056.63)
Lowest Floor Elev. = (1048.63)
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.
04/19/2022
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 = 2,187 sq. ft.
Porch area = 195 sq. ft.
Covered Deck area = 168 sq. ft.
Driveway and Sidewalk = 219 sq. ft.
Impervious area 2,769 sq. ft. / 58.3% of total of lot area
LOT GRADING CALCULATIONS
Basement Excavation = 58 cubic yards
Finished Lot Grading= 237 cubic yards
Material (excess/needed)179 cubic yards
(needed)
Planning DepartmentApprovedDate:__________________04/12/2022 kjenson The curb box, drain tile cleanout, and catch
basin(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 thelandscape inspection.
*Draintile connection required.
EROSION CONTROL
MUST BE INSTALLEDBEFORE EXCAVATION
*Maintain 6" between bottom of siding and sod.*No structures in easements.
ENGINEERING REVIEWED
Date:__________________04/22/2022 lritchie