HomeMy WebLinkAbout20170 Gambrel Path-SurveyGAMBREL PATH
LOT 8
4
Proposed House
Birmingham EJ4F, Elev. A2W
Walkout
Lowest Floor Elev. = (1040.33)
SANSANSANSANSANSANSANSAN
WAT WAT WAT WAT WAT
5
50.00
N89°57'15"E
N00°02'45"W 95.00N89°57'15"E 50.00N00°02'45"W 95.00Garage
Porch
Covered
Deck
12.75
8.005.62 10.1321.50
24.500.13
31.5011.87
10.0027.8863.8723.50 5.00
17.005.1214.0066.0015.0015.0066.0014.0010.005.00
5.00
15.00Existing Bituminous Trail
X
1
0
3
1
.
3
7
X
1
0
3
1
.
8
2
1032.
0
7
X
Drainage and Utility Easement over all
of Lot 12, Block 4 per the plat of
CEDAR HILLS 2ND ADDITION X 1044.53TCX 1045.64TCX 1046.11TCDrain Tile
Cleanout
CO
60.00 foot Public Right of Way
1045.94
1038.09
1040.18
1045.68
1045.5 X(1048.00)X 1045
.3X 1038.71040.0
X
1035.4 X X 1036.1
20.00
6.130.13
0.13
10.0012.004.00(5.5%)CS
T
X 1028.12RE
COX (1039
.7
)X
(1039
.7
)
X (1029.3)
E
O
FX (1046.0)X (1047.5)Sidewalk
18.00
25.0039.00167329.84 N
526915.54 E
167218.79 N
526943.21 E
167216.09 N
526944.41 E
167197.18 N
526951.76 E
1
0
2
8
1032
1030
1030
1032
1034
1036
1038
104010421044104610
4
6
1046
104810461044104
2
104
0
167338.25 N
526956.50 E
N:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B04L08 2ND.DWGMJW
BTW
.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
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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 Birmingham foundation plan,
sheet A2, dated 06/01/2023.
Lot 8, Block 4, CEDAR HILLS 2ND ADDITION,
according to the recorded plat thereof, Dakota
County, Minnesota.
Address- 20170 Gambrel Path
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. = (1048.00)(at overhead door)
Top of Foundation Wall Elev. = (1048.33)
Lowest Floor Elev. = (1040.33)
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.
09/20/2023
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 = 2,422 sq. ft.
Porch area = 164 sq. ft.
Covered Deck area = 120 sq. ft.
Driveway and Sidewalk = 275 sq. ft.
Impervious area 2,981 sq. ft. / 62.8% of total of lot area
NW Quarter, Section 27, Township 114, Ran
The curb box, drain tile cleanout, and catchbasin(if applicable) must be inspected and
accepted 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 CONTROLMUST BE INSTALLED
BEFORE EXCAVATION
*Maintain 6" between bottom of siding and sod.*No structures in easements.
ENGINEERING REVIEWED
Date:__________________10/09/2023 asobottka
Planning DepartmentApprovedDate:__________________10/10/2023 kjenson