HomeMy WebLinkAbout7088 181st St WRECEIVED
By Lucas Ritchie at 8:22 am, Jul 07, 2022
CITY OF LAKEVILLE
CERTIFICATION OF GRADING AND
FINAL PLACEMENT OF IRON MONUMENTS
7094 - #LA191800, 7088 - #LA191799
Building Permit #: 7082 - #LA191798, 7076 - #LA191797, 7070 - #LA191796
Legal Description: Lot 11-15BIock 2
Subdivision: GLACIER CREEK
Address: 7094 7088 7082 7076 7070 181 st Street West
We
hereby certify that on 22nd 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. 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: �f9P ,,ter 3/ Hawkinson
Signature: / r .f (
9 v�
Date: June 27, 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
973.9
/
/
/
973.6
973.7
/♦ 975.0
O 975.1
/
S / /
7
/X 974.4
975.4 x
X 976 4
General ` . tes:
1. Grading plan by Pioneer last
dated 5-22\70 was used to
determine proposed elevations
shown herein.
2. This survey do\not purport
to show improvements or
encroachments, except ‘a.,s
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.
973 5
X 9740
:P
di O
x 976.3
J
N
1 Install 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.
Wall will not be installed if the
grade is 3:1 or less
/
/N 52784664'7
X 974.2
974.1
x 974.7
977.5
42.
x 9729
L"7
g01921 q" E
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N:1781310.95
E 527874.55 ; 974.1 2.9%
974.0 1.131
74.1
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2 9 / N• 178832.40
/ El527900.96
972.8
N 178821 13
e. E.527896.62
I►t, 973.3
X 973 6
973.9 N 178818.99
E 527897 58
973.4
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Aspen
9746
111r poc
974 9
974.6
x 972.8
x 974.6
32.0 975.0
34.
974.9 X 974.
40
974.E X 974.4
974 7
2.00
974 9
974 8
974 9 2.2.2
974 9
974.9
P°ttO 81 o
12.0
974.3
x 974 0
z.o
x 971.7
• Denotes iron pipe
460 Denotes service
❑O Denotes television box
▪ Denotes electric box
❑� Denotes telephone box
X 000.00 Denotes existing elevation
c ODD.OD ) Denotes proposed elevation REVISED 6/22/22 GRADING
Denotes drainage flow direction
• Denotes spike
• Denotes proposed retaining wall
designed and built by others
32•00
974 2
1v2.6) 9721:
974.8 974.8
180.00
'i72.6 (72.4
9736, cm,
X 9Z}.2..00
972.2
972 3 (72.1)
N1178822.46
E• 527954.02
973.4
Driveway
974.6 X 974.3
974
974.4 974.4
974.1
X
974.0
N 178893.38
9717�4.94 and Ut1i1 Y
proia9ent per rOkOt
N 178888.08 � 9E7.5217905.69
, • 19 E per easem
1
971 3
N 178685.981
E 527916.4*
C,p N•178681 26
MA)X 970.7 OS1 971 77928.89
974.7
97
citle
32.06 974 3
972.1 . `472.1
N 178823.38
E.527984.78
973.3
974.4
42•p0
X 974 6
974.7
974.4
x 972.0 ->
x 971.6 _
>Y
x 9733
Lowest opening elevation per grading plan :975.1
House elevations
Top 0f Foundation Elev.
Garage Slab Elev ® Door
(Proposed) / As -built
: (975.1) / 975.2
: (974.7) / 974.8
X 974.4
972.0,�.�
Xe731 9
973.4 x ❑T 973 3
974.0 /"
J
W
974 9
co
patio 0
120
X 974 3
10,0
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42.00
� a7 0
x 973.7
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0
0)
111X
74.2 973.6
974.4
975.0
X 974.2
971 9
x 972.9
973 2
`4972 1
972
: o973.2
'973 4
973.9 a73.6
X co ////
O
O
X 9738
9 i 973.2
X 9738
CO
41.
974.0
x 974 0 X 973.7
972.8 1
X 971 9 »r
972.2 ->Y - --
'� x 972.3 --
Lot area = 147184735
House area"-97$z230 SF
X 973 6 Stoop area = 140 SF
Sidewalk area = 170 SF
Driveway area = 910 SF
Total Impervious Area = 9450 SF
Impervious Coverage = 64.2%
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 04/02/21
Signed //Pi9peer Eggineering, P.A.
AS -BUILT
BY:
Meter J Ha Non, tl'(otesslonal Land Surveyor
Minnesota License No. 42299 email-phawkinson@pioneereng.com
x 973.4
0'
20'
Scale: 1" = 20'
Benchmark:
Top Nut Hydrant
Elevation =
Revisions
1 ) 04-05-21 Stake house
2 ) 06-14-21 Re -stake house
3 ) 06-22-22 Grading As -built
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