HomeMy WebLinkAbout20186 Gambrel Path-SurveyGAMBREL PATH
LOT 4
Building Pad per
Grading Plan4
Proposed House
Brisbane EJ3F, Elev. B2S
Walkout
Lowest Floor Elev. = (1032.13)
SANSANSANSANSANSANSAN
STOSTOSTOSTOSTOSTOSTOSTO
STOWAT WAT WAT WAT WAT
7
50.00
N89°57'15"E
N00°02'45"W 95.0050.00
N89°57'15"EN00°02'45"W 95.00Porch
Garage
12.25
5.875.12 13.0022.50
26.500.13
36.5025.8712.0013.8843.8822.50 5.00
5.1319.00
20.0063.0012.0012.0063.0020.0010.005.00
5.00
20.00Existing Bituminous Trail
Drain Tile
Cleanout
Drainage and Utility Easement over all
of Lot 12, Block 4 per the plat of
CEDAR HILLS 2ND ADDITION
1036.63 X 1035.76TCX
1
0
2
6
.
4
0
X
1
0
2
6
.
9
6
X
1
0
2
7
.
6
4
X
1
0
2
8
.
3
2
X
1
0
2
9
.
0
9
(10
2
5
.
2
)
E
O
F
X
X 1024
.
1
2
R
E
(
1
0
3
7
.
2
)
X
1031.32 1032.67
1037.97X 1037.14X 1037.81TCX 1
0
3
1
.
01029.1 X1037.0 X1037.4 X1
0
3
1
.
8
XX 1031.5CO
CS
T X 1038.03TC60.00 foot Public Right of Way
(6.5%)(1039.80)X (1031.5)X (103
1.
5)(1031.0) X(1031.0) XX (1039.3)18.00
25.0039.00167219.67 N
526705.99 E
167330.15 N
526700.27 E
167338.77 N526691.04 E
Side
wal
k
0.139.1319.17 2.001036 103810401042104010381
0
3
6
1
0
3
4
1032
1030
1026
1026
1028
1028
1030
103210341036 1038167193.52 N
526705.86 E
14.0012.000.12
Covered
Deck
N:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B04L04 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
: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 Brisbane foundation plan,
sheet A2, dated 06/01/2023.
Lot 4, Block 4, CEDAR HILLS 2ND ADDITION,
according to the recorded plat thereof, Dakota
County, Minnesota.
Address- 20186 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. = (1039.80)(at overhead door)
Top of Foundation Wall Elev. = (1040.13)
Lowest Floor Elev. = (1032.13)
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.
09/15/2023
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 = 2,187 sq. ft.
Porch area = 193 sq. ft.
Covered Deck = 168 sq. ft.
Driveway and Sidewalk = 239 sq. ft.
Impervious area 2,787 sq. ft. / 58.7% of total of lot area
NW Quarter, Section 27, Township 114, Ran
Zoning = RM-1FY - 20' House, 25' GarageSY - 7' Interior, 20' CornerRY - 30'SY Buffer - 50'
RY Buffer - 50'
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 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:__________________10/06/2023 asobottka
Planning DepartmentApprovedDate:__________________10/09/2023 kjenson