HomeMy WebLinkAbout17951 Everglade CirRECEIVED
By Lucas Ritchie at 9:21 am, Jul 20, 2022
CITY OF LAKEVILLE
CERTIFICATION OF GRADING AND
FINAL PLACEMENT OF IRON MONUMENTS
Building Permit #: LA197331
Legal Description: Lot 8 Block 2
Subdivision: KNOB HILL OF LAKEVILLE THIRD ADDITION
Address: 17951 Everalade Circle
We
-F hereby certify that on 11 th day of Jul v 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. Exceptions noted.
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.
Print Name: �i9P .ter J! Hawkinson
9
Si nature: / c (IC
Date: July 18, 2022
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
11x17
.4
iA
Lot area = 10916 SF
House area = 1743 SF
Porch area = 93 SF
Sidewalk area = 33 SF
Driveway area = 748 SF
Total Impervious Area = 2617 SF
Impervious Coverage = 24.0%
L ^
0 924 2
Vacant
X 925 4924.6
1924.1
9257 10 T
x (924.55 924 7
• Denotes iron pipe
Denotes service 00O x 926.1
O❑ Denotes television box
• Denotes electric box
E Denotes telephone box
X 00000 Denotes existing elevation
( 000.00 ) Denotes proposed elevation
Denotes drainage flow direction
• Denotes spike
Denotes proposed retaining wall
designed and built by others.
fr\pctrikc!Inr\ Notes.
Instal( rock construction entrance.
2. Install silt fence as needed for
erosion control
3. Sidewalks shall drain away from house
a minimum of 1.0%.
4. Contractor must verify driveway
design
5. Contractor must verify service
elevation prior to construction
6. Add or remove foundation ledge as
required.
7. Retaining walls are conditional; Wall
installed if the grade exceeds 3:1 X 929.2 x 929 0
Wall will not be installed if the grade is
3 1 or less.
•
Q70
925.4
X 926.2
Vacant
0)
X 928 8 x 928.0
X 926.3 925.8
925.2
N88°00'23"W
1
X 924 8
X 924.5
X 925.2
in 925 0
House
Rough
925 8 927.4 X 28.7
X ROOR
X 926.3
X 926.5
120.00
X 931.4
930 6
X 925 3
X 925 4
8
X 925.6
X 925.9
X 926 1
X 926.1
X 926 3
X 926.8
X 927.3
M X 925 9 X 927.5
°
0
0
Z 925.6
X 926.4 t_ x ,s__ 56.0 -7-9z -r
1 0 I x 926.3 x 926 4
N• 179317 88 co \ < 925.8 � N.179316.29
E:534590.39 (� 6.179313.78 E:534611.65
926 6 E.534609.64- 926:0
_»1 - . 925 _<<_ 926.1
926 7
x E (925.016
925.925.9��1
aC 932 0
931 6
X 931
931 3
U') 931 4
X 929 9 932 0
X 927.2 93119°
,927 8 931 0 932 932.8 _ 27.6
39
3 928
927.8 .
X 927 3
X 926.5
r1
X 928.7 X 928 2
House
Graded
General Notes:
1 Grading plan by KJ Walk last dated 4-26-21 was used to
determine proposed elevations shown herein.
2 This survey does not purport to show improvements or
encroachments, except as shown, as surveyed by me or under
my direct supervision.
3. Proposed building dimensions shown are for horizontal
location of structures on the lot only. Contact builder prior to
construction for approved construction plans.
4 No specific soils investigation has been performed on this lot
by the surveyor. The suitability of soils to support the specific
house proposed is not the responsibility of the surveyor.
5. This certificate does not purport to show easements other
than those shown on the recorded plat
6. Bearings shown are based on an assumed datum.
X 926.2
N 179301 44
E: 534619.82
9271
8
co N•179301.60
0 E: 534632.60
927 2
33.7
'! 929
926 8
927 7
xR
X 928.4 x 926.8 Vacant
N89°20'09"E
X 927.7
16
X 927 9
Lowest floor elevation per grading plan : 924.5
4
House elevations (Proposed) / As -built
Lowest Floor Elevation
Top 0f Foundation Elev.
:(925.2)
:(933.2)
Garage Slab Elev ® Door :(932.8)
T 0 F Elevation ® Lookout:(928.4)
/ 933.2
/ 932.9
/
932
oX
0
• --10-
o
ed
42
,9317
rx)929 9
JOEL
9 932 6
933.2
22
0
0
q 932.4
aJz i ••
9331 X 932 4
931 0
931.1
931 6
930.9
930.7
930.6
0' 10' 20'
F
930 6 % r, wc; c�n
931 4
\i( 931.2
X 930 8 \ N
932.2 X 931.5 X 9 91 O X 930 3
r 930.3
92 3if 927.4 927 ,927 5
N 179313.20
(927.3) 192734700.7.75
cIp N 179301 13
V E 534700.79
X 927.7 927 7
X 927.5 X 928.1
X 928 0
X 928 4
928
1e
X 928 6 - 7
179.80
X 928 8
x
928 5
X 928 8
House
Graded
1n
:.: .
X 928.6
930.2
Scale. 1" = 20'
30.1
930.0
930.0
X 930 0
930.2
M) 9301
M
rn
X 930 0 X 9301
REVISED 07/11/22 GRADING AS -BUILT
We hereby certify to Brandl Anderson Homes Inc 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, dated 09/29/21.
BY
Signed: //PiArleer Er)gineering, P.A.
Peter J. HaLI f bn,'rrotegonal Land surveyor
Minnesota License No 42299 email-phawkinson@pioneereng.com
929.7
X
0)
29.9 M o
N
N O
8 Z
29.7
30
Benchmark:
Top Nut Hydrant
Lots 11-12 Block 2
Elevation = 933 60
Revisions
1 ) 09-29-21 Stake house
2 ) 07-11-22 Grading As-bu111
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