HomeMy WebLinkAbout20194 Gambrel Path - SurveyGAMBREL PATH
LOT 2
Building Pad per
Grading Plan 4
Proposed House
Florentine EV2F, Elev. G2
Walkout
Lowest Floor Elev. = (1027.73)
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N00°02'45"W 95.00N89°57'15"E 50.00N00°02'45"W 95.0012.71
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25.080.13
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5.0023.0010.0058.0027.0027.0058.0010.00Garage
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X (1032.6)
Drainage and Utility Easement over
all of Lot 12, Block 4 per the plat of
CEDAR HILLS 2ND ADDITION
1032.26
X 10
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Existing Bituminous Trail
60.00 foot Public Right of Way
1027.60 1028.02
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526542.88 E 1033.2 XX 1032
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526577.72 E167326.60 N526590.26 EX (1034.9)
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1028Sidewalk
Drain Tile Cleanout47.88N:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B04L02 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
3) Grading Plan by Westwood Professional
Services Inc.
initial submittal date 02/06/20.
4) Building shown reflects Florentine found
plan, sheet A2.1G, dated 06/01/2023.
Lot 2, Block 4, CEDAR HILLS 2ND ADDITION,
according to the recorded plat thereof, Dakota
County, Minnesota.
Address- 20194 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. = (1035.40)(at overhead door)
Top of Poured Foundation Wall Elev. = (1035.73)
Lowest Floor Elev. = (1027.73)
I hereby certify that this survey was prepared by me
my direct supervision and that I am a duly Licensed
Surveyor under the laws of the State of Minnesota.
07/19/2023
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 = 2,120 sq. ft.
Porch area = 194 sq. ft.
Driveway and Sidewalk =206 sq. ft.
Impervious area 2,520 sq. ft. /
53.1% of total of lot area
NW Quarter, Section 27, Township 114, Rang
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.
EROSION CONTROLMUST BE INSTALLED
BEFORE EXCAVATION
*Draintile connection required.
*Maintain 6" between bottom of siding and sod.
*No structures in easements.
ENGINEERING REVIEWED
Date:__________________08/31/2023 hdunne
Planning DepartmentApprovedDate:__________________09/01/2023 kjenson