HomeMy WebLinkAbout20087 Gamma Lane-SurveyGAMMA LANE
LOT 3
Building Pad per
Grading Plan 2
Drainage and Utility Easement over
all of Lot 7, Block 2 per the plat of
CEDAR HILLS 2ND ADDITION
Proposed House
Brighton EJ03, Elev. B2S
Walkout
Lowest Floor Elev. = (1049.23)
SAN SAN SAN SAN SAN SAN SAN
STO STO STO STO STO
WAT WAT WAT WAT WAT WAT WAT WAT
89
CS
X (10
55.
7)
(10
5
6
.
4
)
X X (1046.8)EOFN89°57'15"E 50.00
N00°02'45"W 95.00N00°02'45"W 95.0050.00
N89°57'15"E
Proposed Sidewalk
Porch
Garage
Covered
Deck
Sidew
al
k
12.255.875.13
13.0022.5026.500.1336.5025.87
12.0013.88
43.8822.505.00
5.12 19.00
12.0063.0020.0020.0063.0012.002.0019.17 9.130.13
0.13 12.0014.00
(5.4%)X 1054
.33TCX 1054
.68TCX 1054
.84TC
X 1045.64RE
1054.24
1048.961049.29
1054.81
16.00 10.0025.0039.005.00
5.00 20.00(1056.90)
X (1048
.
6
)
X (10
4
8
.
1
)X
(1048
.6
)
(1048.
1
)
X
1048
1050
10521054105610561
05
6
105
4
105
2
1048
104
6
1046
1050
60.00 foot Public Right of Way
Drain Tile Cleanout
X
1
0
4
8
.
9
1048.9 X1054.2
XX 1054.610
4
6
.
3
X
X 1
0
4
7
.
1
1054.45TC X167951.67 N526312.52 E168062.04 N
526288.31 E
16
8
0
7
0
.
3
9
N
5
2
6
2
8
8
.
3
1
E
N:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B02L03 2ND.DWG1
1
03/23/2022
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 3, Block 2, CEDAR HILLS 2ND ADDITION,
according to the recorded plat thereof, Dakota
County, Minnesota.
Address- 20087 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. = (1056.90)(at overhead door)
Top of Poured Foundation Wall Elev. = (1057.23)
Lowest Floor Elev. = (1049.23)
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.
04/04/2022
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 elevati
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 = 2,186 sq. ft.
Porch area = 193 sq. ft.
Covered Deck area = 168 sq. ft.
Driveway and Sidewalk = 219 sq. ft.
Impervious area 2,766 sq. ft. / 58.2% of total of lot area
LOT GRADING CALCULATIONS
Basement Excavation = 89 cubic yards
Finished Lot Grading= 140 cubic yards
Material (excess/needed)51 cubic yards
(needed)
Planning DepartmentApprovedDate:__________________04/21/2022 kjenson
ENGINEERING REVIEWED
Date:__________________04/25/2022 lritchie
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.
*Maintain 6" between bottom of siding and sod.*No structures in easements.
EROSION CONTROLMUST BE INSTALLED
BEFORE EXCAVATION