HomeMy WebLinkAbout8166 183rd St WCITY OF LAKEVILLE
CERTIFICATION OF GRADING AND
FINAL PLACEMENT OF IRON MONUMENTS
Building Pennit # 183360
Legal Description Lot 9 Block 10
RECEIVED
By Joey Pesik at 10:01 pm, Nov 22, 2021
Subdivision PINNACLE RESERVE AT AVONLEA
Address 8166 183`d Street West
I hereby certify that on the 16th day of August, 2021 an inspection of this property was
conducted by me or under my direct supervision and that the as -built grades, elevations
and drainage patterns of the site and building are in conformance with the grading plan
approved by the City Engineer or amendments previously approved by the City Engineer
In addition, all property corner monuments are in place as of this date
I hereby certify that this survey plan or report 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
Signature
Print Name
Date
Marcus F Hamnton
8/16/2021
MN License # 47481
NOTE: ATTACH A COPY OF THE CERTIFICATE OF SURVEY SHOWING ALL AS -
BUILT GRADES. ELEVATIONS AND DRAINAGE PATTERNS
Approved subdivision grading plans should be obtained from the property owner or
developer General questions relating to the building permit should be directed to the
Building Inspections Department at 952-985-4440 Questions relating to grading should
be directed to the Engineenng Department at 952-985-4500
Prior to release of the Grading Security, this document shall be filed with:
City of Lakeville
Engineering Department
20195 Holyoke Avenue
Lakeville, MN 55044
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PROPERTY DESCRIPTION
Lot 9, Block 10, PINNACLE RESERVE ATAVONLEA, Dakota County, Minnesota
PROPERTY ADDRESS
8166 183rd Street West, Lakeville, Minnesota
NOTES
1. Bearings are based on the recorded plat.
2. Building dimensions shown are for horizontal and vertical placement of
structure only. See architectural plans for building and foundation
dimensions.
3. No specific soils investigation has been completed on this lot by James
R. Hill, Inc. the suitability of soils to support the specific house proposed
is not the responsibility ofJames R. Hill, Inc. or the surveyor.
4. No specific title search for existence or non-existence of recorded or
un-recorded easements has been conducted by the surveyor as a part
of this survey. Only easements per the recorded plat are shown.
5. Proposed grades shown were taken from the grading &/or
development plan prepared by Westwood Professional Services, Inc.
6. Grading plan date/revision date: September 16, 2019
7. Plan No. F402-A'CLIFTON'
BENCHMARK
Top nut of hydrant located at Outlot I = 1007.18
FLOOR ELEVATIONS
Garage Floor @ Front
Garage Top of Block
House Top of Block
Lowest Floor
Proposed Asbuilt
= 1011.53 = 1011.6
= 1011.93 = 1011.93
= 1012.6 = 1012.6
= 1012.6 = 1012.6
*DROP GARAGE TOP OF BLOCK 0.67'*
HARD COVER CALCULATIONS
Lot
House/Garage
Porch
Driveway
Sidewalk
Patio
Total Impervious
= 12,231 sq. ft.
= 2,528 sq. ft.
= 30 sq. ft.
= 749 sq. ft.
= 40 sq. ft.
= 165 sq. ft.
= 3,512 sq. ft. or 28.7% of lot
DRIVEWAY TOTAL = 911 S F.
SURVEYOR'S CERTIFICATE
I hereby certify that this survey, plan or report 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. That this survey does not purport to show all
improvements, easements or encroachments, to the property except as
shown thereon.
Signed this 29th day of May, 2020
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DRAWN BY
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DATE
5/29/2020
REVISIONS
A 7fiii23 4•d stall R .,-states
R W16121 Final ;exioAs-n ill
CAD FILE
400452 dwg
PROJECT NO.
400452
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