HomeMy WebLinkAbout8213 183rd St WRECEIVED
By Lucas Ritchie at 12:44 pm, Jun 23, 2022
CITY OF LAKEVILLE
CERTIFICATION OF GRADING AND
FINAL PLACEMENT OF IRON MONUMENTS
Building Permit #
Legal Description Lot 2 Block 9
Subdivision PINNACLE RESERVE AT AVONLEA
Address 8213 183rd Street West
LA188848
I hereby certify that on the 14th day of June, 2022 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
6/15/2022
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
11x17
1'
2)
SCALE IN FEET
9 39'
60'
Denotes set spike
O Denotes set iron monument
• Denotes found iron monument
Denotes proposed drainage
tc Denotes top of curb
X900.0 Denotes existing elevation
(930.0) Denotes proposed elevation
PROPERTY DESCRIPTION
Lot 2, Block 9, PINNACLE RESERVE AT AVONLEA, Dakota County, Minnesota
PROPERTY ADDRESS
8213 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: September 16, 2019
7. Plan No. F422-A 'CLIFTON'
BENCHMARK
Top nut of hydrant located at Lots 7 and 8, Block 10 = 1015.32
FLOOR ELEVATIONS
Garage Floor @ Front
Garage Top of Block
House Top of Block
Lowest Floor
Proposed Asbuilt
= 1019.2 = 1019.15
= 1019.6 = 1019.6
= 1019.6 = 1019.6
= 1011.6 = 1011.05
HARD COVER CALCULATIONS
Lot
House/Garage
Porch
Driveway
Sidewalk
Total Impervious
= 7,493 sq. ft.
= 2,328 sq. ft.
= 30 sq. ft.
= 408 sq. ft.
= 37 sq. ft.
= 2,803 sq. ft. or 37.4% of lot
DRIVEWAY TOTAL - 635 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 15th day of June, 2022
44
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DRAWN BY
PLM/JCB/TAM
DATE
2/19/2021
REVISIONS
A 2/94/21 Gradec ner client
p 6/15/22 Final Grade As-hudt
CAD FILE
410227.dwg
PROJECT NO.
410227
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