HomeMy WebLinkAbout17373 Dulles LnCITY OF LAKEVILLE
CERTIFICATION OF GRADING AND
FINAL PLACEMENT OF IRON MONUMENTS
Building Permit #: LV25-01196 RECEIVED
Legal Description: Lot 2 Block 6 By Chloe Anderson at 4:01 pm, May 22, 2026
Subdivision: BROOKSHIRE 2ND ADDITION
Address: 17373 Dulles Lane
I hereby certify that on the 12th day of May, 2026 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:
r
Print Name: Marcus F. Hampton
Date: 5/12/2026 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 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, NIN 55044
PROPERTY DESCRIPTION
Lot 2, Block 6, BROOKSHIRE 2ND ADDITION, Dakota County, Minnesota
\ 30 PROPERTY ADDRESS
\P o \ 17373 Dulles Lane, Lakeville, Minnesota
��9 \ NOTES
r m 1. Bearings are based on the recorded plat.
to ' G e1 . 2. Building dimensions shown are for horizontal and vertical placement of
^ xJ5 N q_ � .� \ structure only. See architectural plans for building and foundation
NOSE t o dimensions.
(926.2) 3. No specific soils investigation has been completed on this lot by James
C� �• Cyry7 A ") R. Hill, Inc the suitability of soils to support the specific house proposed
" g".91 Cg1% \ CO is not the responsibility of James R. Hill, Inc. or the surveyor.
1+5 O V� C91� �) Cg2 9 �/ 1) 1 - m 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
�� 9) / gsgo * 'a+ $ ,��� it �o \ of this survey. Only easements per the recorded plat are shown.
.T Cs1A / oa. 141 55.c+�20 Nr £ \BY o O 5. Proposed gradesshown were taken from thegrading&/or
Cg1 Z �y\'m •a+ y< +. �"' Nam- development plan prepared by Westwood Professional Services, Inc
P �, N •i ✓ Q U O 6. Grading plan date/revision date: September 27, 2023
�� 7. Plan No. 3031-e'CAMERON II'
BENCHMARK
2 Z * •o 'o a, Top nut of hydrant located at Lots 2 and 3, Block 6 = 927.97
CP l \ NA-i sa ti'
\ 'r CGRP . 5 cn m rs
C� o opG�6 99 +o- Cy1 ) �, t FLOOR ELEVATIONS
CP.O's\ \✓��� i 91j51 g26 a, g16") Q,1 / N� U Proposed Asbuih
�,,, 5'I `3" n•' / /� C911 �) 81 \ Garage TGarage loor op of Foundation =928.2 =928.2
> .'T'- Iasi / 15)
"u, / 92a+) Cp1 House Top of Foundation =928.2 =928.2
'� Lowest Floor =925.0 =925.0
J5 W _ \� 10 C 2 +) lsoo ` 911.5 SING ' T
cl1�of -_ - �n \
coo S HARD COVER CALCULATIONS
Lot=10,360 sq.
s� House/Garage = 2,469 sq. ft..
Porch =114 sq. ft.
\ t (G Driveway = 686 sq. ft.
Sidewalk = 72 sq. ft.
Total Impervious = 3,341 sq. ft. or 32.25%of lot
> \ DRIVEWAY TOTAL - 872 S.F.
(.St
SURVEYOR'S CERTIFICATE
SCALE IN FEET
0 30' 60'
A
Denotes set spike
I hereby certify that this survey, plan or report was prepared by me or under
O
Denotes set iron monument
my direct supervision and that I am a duly Licensed Land Surveyor under the
•
Denotes found iron monument
laws of the State of Minnesota. That this survey does not purport to show all
X
Denotes found scribed "x"
improvements, easements or encroachments, to the property except as
o
Denotes set hub
SETBACKS
shown thereon.
Denotes proposed drainage
to
Denotes top of curb
Front
= 25 ft.
Signed this 10th day of February, 2025
x900.0
Denotes existing elevation
Side
= 7 ft.
(930.0)
Denotes proposed elevation
Side (corner)
= 20 ft.
x[900.0]
Denotes as -built elevation
Rear
=30 ft.
���
Ma ' us F. Hampton, MMl�5M10-E7. A 1
ci
_ m
cc
w � 0
Q
. 80
z w
c�
w N
N
W '� o
� a A
U) o
O •yI ¢ �
Lu e 4 Y z
� o
Q m U
U o
LL � o
LU
U �S
DRAWN BY
SHP/LT
DATE
2/10/2025
REVISIONS
CAD FILE
450146 dwg
PROJECT NO.
450146
SHEET 1 OF 1