HomeMy WebLinkAbout8113 182nd St WCITY OF LAKEVILLE
CERTIFICATION OF GRADING AND
FINAL PLACEMENT OF IRON MONUMENTS
Building Pennit # 184988
Legal Description Lot 9 Block 3
Subdivision PINNACLE RESERVE AT AVONLEA
Address 8113 182nd Street West
RECEIVED
By Joey Pesik at 3:58 pm, Jul 16, 2021
I hereby certify that on the 30th day of June, 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
EETT
Marcus F Hamnton
7/16/2021
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
7
SCALE IN FEET
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Denotes set spike
Denotes set iron monument
Denotes found iron monument
Denotes proposed drainage
Denotes top of curb
Denotes existing elevation
Denotes proposed elevation
Denotes asbuilt elevation
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182NDbii-ii WEST
PROPERTY DESCRIPTION
Lot 9, Block 3, PINNACLE RESERVE ATAVONLEA, Dakota County, Minnesota
PROPERTY ADDRESS
8113 182nd 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: 9/5/19.
7. Plan No. 3010-C "RUSHMORE"
BENCHMARK
Top nut of hydrant located at Lot 13, Block 4 = 1007.72
FLOOR ELEVATIONS
Garage Floor @ Front
Garage Top of Block
House Top of Block
Lowest Floor
Proposed
= 1006.76
= 1007.16
= 1008.5
= 1005.3
*DROP GARAGE TOP OF BLOCK 1.34'*
HARD COVER CALCULATIONS
Lot
House/Garage
Porch
Driveway
Sidewalk
Total Impervious
= 8,601 sq. ft.
= 2,076 sq. ft.
= 108 sq. ft.
= 686 sq. ft.
= 55 sq. ft.
= 2,925 sq. ft. or 34.0% of lot
DRIVEWAY TOTAL = 990 S.F.
Asbuilt
= 1006.9
= 1007.16
= 1008.5
= 1005.3
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 16th day of July, 2021
Ma usF.Hampton, M 1
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DATE
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CAD FILE
391227 dwg
PROJECT NO.
391227
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