HomeMy WebLinkAbout8070 183rd StCITY OF LAKEVILLE
CERTIFICATION OF GRADING AND
FINAL PLACEMENT OF IRON MONUMENTS
Building Pennit # 178353
Legal Descnptron Lot 5 Block 11
I RECEIVED
[By Christina Orlowsky at 11:27 am, Sep 01, 2020
Subdivision PINNACLE PRESERVE AT AVONLEA
Address 8070 183rd Street West
I hereby certify that on the 18th day of August , 2020 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
- 1i
Marcus F Hamnton
8/21/2020
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
1'
2)
SCALE IN FEET
9 39'
11x17
60'
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x[900.0]
(930.0)
Denotes set spike
Denotes set iron monument
Denotes found iron monument
Denotes proposed drainage
Denotes top of curb
Denotes asbuilt elevation
Denotes proposed elevation
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PROPERTY DESCRIPTION
Lot 5, Block 11, PINNACLE RESERVE AT AVONLEA, Dakota County, Minnesota
PROPERTY ADDRESS
8070 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 of James 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. F402-B "CLIFTON"
BENCHMARK
Top nut of hydrant located at opposite Lot 5, Block 11 = 1008.86
FLOOR ELEVATIONS
Garage Floor @ Front
Garage Top of Block
House Top of Block
Lowest Floor
Proposed
= 1009.9
= 1010.3
= 1010.3
= 1010.3
HARD COVER CALCULATIONS
Lot
House/Garage
Porch
Driveway
Sidewalk
Patio
Total Impervious
= 14,432 sq. ft.
= 2,528 sq. ft.
= 30 sq. ft.
= 1,427 sq. ft.
= 37 sq. ft.
= 165 sq. ft.
= 4,187 sq. ft. or 29.0% of lot
DRIVEWAY TOTAL - 1,589 S.F.
Asbuilt
= 1010.0
= 1010.3
= 1010.3
= 1010.0
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 21st day of August, 2020
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DRAWN BY
PLM/SHP/TAM
DATE
8/21/2020
REVISIONS
A 3/R4/20 Stake Hmise
R 3/26/20 Rear sethack
C R/21/2R Final Grade Ashmlt
CAD FILE
391335.dwg
PROJECT NO.
391335
SHEET 1 OF 1