HomeMy WebLinkAbout7046 181st St WRECEIVED
By Lucas Ritchie at 2:03 pm, Jul 28, 2022
CITY OF LAKEVILLE
CERTIFICATION OF GRADING AND
FINAL PLACEMENT OF IRON MONUMENTS
7052 - LA192099, 7046 - LA192098,
Building Permit #: 7040 - LA192097, 7034 - LA192096
Legal Description: Lot16-19 Block 2
Subdivision: GLACIER CREEK
Address: 7052 7046 7040 7034 181 st Street West
We
-F hereby certify that on 14th day of Julv 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 (I(
Date: July 21, 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
Lots 17&18
Lot area = 2624 SF SF
House area = 1646 SF
Stoop area = 12 SF
Sidewalk area = 34 SF I
Driveway area = 182 SF
Patio area = 120 SF
Total Impervious Area = 1994 SF
Impervious Coverage = 7 .0%
Lots 16&19
Lot area = 3444 SF
House area = 1646 SF
Stoop area = 12 SF
Sidewalk area = 34 SF
Driveway area = 182 SF
Patio area = 120 SF
Total Impervious Area = 994 SF
Impervious Coverage = 517.9%
• Denotes iron pipe
Denotes
❑O Denotes
▪ Denotes
❑� Denotes
X 000.00 Denotes
( 000.00 ) Denotes
Denotes
A Denotes
1
service 1
television ttox
electric bo
telephone ox
existing elgvation
proposed evation
drainage fll w direction
spike II
Denotes proposed retaining wall
designed and built tsy others.
972 0
9721
972.2
971 5
x r
971.3 971 1
971 6
181ST STREET WEST I,
19°4747"E
971.1
r
1--T--I
9 970.8
971.9 4 972.2 •{p
972.0 72.0
- X- -�� •9
N.1 8824.21
E:528114.92 ,
971 9 971.8 1 1
I 1
I
I DriJeway
0
5.0%
X 9724
9725 ,
973 5
972 9
93.° X973.4
X 972.8
_ - .: 972 7
Construction Notes:
1 Install rock construction entrance. x 9725
2. Install silt fence as needed for erosion
control
3. Sidewalks shall drain away from house a
minimum of 1.0%. X 971._7
4. Contractor must verify driveway -�c
5 Contractor must verify service elevation 971.6
178715.23
prior to construction. E:528085.97
6 Add or remove foundsai43n as 971.1 970.9
required.
N.178705.53
7 Retaining walls are conditional; Wall installec�,178703,� o E:528095.89 X s72 s
if the grade exceeds 3:1. S f •2a^7a0ax 972.8 972.8
Wall will not be installed if the grade is 3:1 or
less.
973A.972 7
N 972 7
N
9731
973.0
wit 9732
0
N
00
: 973.2
N
O
O
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971_7
N:178824.20
E 528147 44
9718
I I
97,7 9717
: 971 7
970.6
N 17
E:52
5.5%
971.7: 1.371 8
Driveway
72 7
..979 7 42.{ 0972.7 N 972 q 94»,5 32.00
973 0
I
22.3 A73
7319730,
72 9
9730
Garage
Aspen
973,1 32.0
patio S
973.1
9 9730
973 1 973. 1973 0
9 "973.4�+ stooo 173 d �++L .2 / 91.1 � .,�'/3 2 22.2
cc 8 co
972 9
I
91 4
5.7%1 71E
971.4•,
N:178525 67 N 178825.36
5281$57G E.528195.54
9716 971.6
i Driveway
)72E1
I 972 8
973.1
Garage
House
Breckenridge
973y 32.0
pa0
0
12.0tio
X 973.2 X 971 8 X 972 972.9 972.8 72.9 972 �'_ 973.0 X 972 9 72 p 3 X 972 5
^ X 972.7 7 ro N ua732:4tr '178732.oso0
72.2 49 0
n- - - - Drainage and utility
- 42.00 s7z.1 Basement per plat
E:526174.52 9
• 971 5972.2
x
148.00
32.0(r972.8 x 972 977
2 , '
9/2 /
973.0 973 0
973.1 ,973.1
Garage
0
970 6
9708
971.6 5.5%
971 8
Driveway
972 7
0.
01
.973 1
!% : 1__. o Sto-�✓73 t 22.3
9709
0
r)
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x- -
N.178823.89 971.8 9719
E 528225.41
971.7 971.9
972 84 ?.00972 7
w'
9.
/ S.O.G.
Breckenridge
32.0,
973 1
patio ,'o
973.012.o 0
11 1.4
X 971.6 -
971.4 X 971 6 X 9721
General Notes:
1 Grading plan by Pioneer last dated 5-22-20 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 972.8
Garage
Aspen
972.9
sto8.
-/98
I972.7
9730
97 1973 2
0 97 , 32.0 973,y
9-30
973 1
972 7
9719
J I� sun
N 178724.98 \ 971 9
E.528185.27 \
971.2
We-7-
J x_.9sa-o
\Jgo47Pl7PPE
Lowest opening
�72 5
1
X 972 0
elevation per grading plan :973.0
House elevations
Top Of Slab Elev
Garage Slab Elev
(Proposed) / As -built
:(973.4) / 973.4
(9 Door : (973.0) / 973.1
X 972.3
9730
x 972.8
patio
12.0
0
972 4„ 42.00
X 9724
9J2 9
972 6
148.00
REVISED 07/14/22 GRADING AS -BUILT
9732
972.5932,5
("I
N
rn
K 972.8
973 2 972.5
--- 29.0
9731
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•
9 `4)71.3
❑T 971.
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X 971 9 1<
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X 971 9
9511
X 972.4 X LLI
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ro
971.8 0
. 973 3 . 972 4 X 0
971
X 972.6
x 972.6
972.2
y-�
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972.3 v
X 972 4
x 971 5
x 971.9
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970 9 i i Al
71 3 I I
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9713.' 1. I
I
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971 4 3 .1
130
971.3 41.0
971.1
971 1
971.1
N 178762.00 I
E.528277 301
970.6
I I
,•J70 8
9712I.
971 5
970.9 1
III I
I
30 1
1
I I
i I
1 / i
I
971.1
We hereby certify to Brandt 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 05/14/21.
BY
Signed: //PIArteer Eggineering, P.A.
Peter J. HaLI flSbn, Irrotegonal Land surveyor
Minnesota License No 42299 email-phawkinson@pioneereng.com
OUTLOT A
0'
10'
20'
Scale: 1" = 20'
Benchmark:
Top Nut Hydrant
Elevation =
Revisions
1) 05-26-21 Stake building
2) 06.29-21 Re -stake building
3) 07-14-22 Grading As -built
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