HomeMy WebLinkAbout17751 Empire TrlCITY OF LAKEVILLE
CERTIFICATION OF GRADING AND
FINAL PLACEMENT OF IRON MONUMENTS
Building Permit #: LV25-02577
Legal Description: Lot 10 Block 1_
Subdivision: PHEASANT RUN OF LAKEVILLE SEVENTH ADDITION
Address: 17751 Empire Trail
We
1 hereby certify that on 1st _ day of December , 2025 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. (EXCEPT AS NOTED ON INCLUDED SURVEY) In
addition, all property corner monuments are in place as of this date.
I hereby certlly 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.
Print Name: dEpterjJ. Hawkinson
Signature:
Date: December 3, 2025 MN License #: 42299
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 Engineering 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
Ends. 1 RECEIVED
By Grace Ellis of 9.22 am, Dec 23, 2025
K^SOSHCA ]0EiV50_V�G:a115catim, of Gmduig i ArzF VQ.i&dar
S9Oe00'00"E 150.25
I
Sodded House II
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Consruction Notes:
■
Denotes
iron pipe
1..Insta" rack construction entrance.
Install silt fence as needed for erosion control.
Denotes
service2.
3. Sidewalks shall drain away from house a minimum of 1.0%.
Denotee
television
box
4. Contractor must verify Driveway design.
■
Denotee
electric box
5. Contractor must verify service elevation prior to construction.
0
Denotee
telephone
box
6. Add or remove foundation ledge as required.
x 0ao.0a
Denotee
existing elevation
7. Retaining walls are conditional; Wall installed if the grade exceeds 3:1.
( 000.00 )
Denotes
prep aseq
elevation
Wall will not be installed if the grade is 3:1 or less.
s
Denotes
drainage
flow direction
General Notes:
-
Denotes
spike
1. Grading plan by KJwalk, Inc last dated 09-16-2021 was used to
Possessions
Denotes
proposed
retaining wall
determine proposed elevations shown herein.
designed
and bullt
by others.
2. This survey does not purport to show improvements or encroachments,
of
Denotes
hydrant
except as shown, as surveyed by me or under my direct supervision.
3. Proposed building dimensions shown ore for horizontal location of
P 9
structures on the lot only. Contact builder prior to construction for
Lowest floor elevation
per
grading plan
: 920.5
approved construction Plana.
4. No specific soils investigation has been performed on this lot the
surveyor. The suitability of sails to support She specific house proposed is
House elevations
(Proposed) /
As -built
not the responsibility of the surveyor.
Lowest Floor Elevation
;(921.0) /
921.0
5. This certificate does not purport to show easements other than those
shown on the recorded plat.
Top Of Foundation
Eler,
;(924.2) /
924.1
6. Bearings shown ore based on an assumed datum.
Garage Slab Elev.
® Door
:(923.9) /
III
S
Lot area = 10516 SF
House ores es 2018 SF
Parch area = 21 SF
Sidewalk area es 78 SF
Driveway area = 613 SF
Total Impervious Area xx 2730 SF
Impervious Coverage = 26.0%
REVISED 12/1/25 GRADING AS -BUILT
We hereby certify to Key -Land Homes 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 Iowa of the State of Minnesota,
dated 04/08/25.
Signed: i eer E gineering, P.A.
BY:
Peter J. Hawkinson, Professional Land Surveyor
Minnesota License No. 42299 emoil-phawkinsonOpioneereng.com
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Scale: 1" = 20'
Benchmark:
Tap Nut Hydrant
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