HomeMy WebLinkAbout18158 Garland PathRECEIVED
By Lucas Ritchie at 9:22 am, Oct 21, 2022
CITY OF LAKEVILLE
CERTIFICATION OF GRADING AND
FINAL PLACEMENT OF IRON MONUMENTS
Building Permit #: LA199124. 199125. 199126. 199127. 199128. 199129
Legal Description: Lot33-38Block 2
Subdivision: GLACIER CREEK 3RD ADDITION
Address: 18142 18146 18150 18154 18158 18162 Garland Path
We
-F hereby certify that on 11 th day of October 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: 0/ter J Hawkinson
�i
Signature: / i
Date: October 13, 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
0
REVISED 10/11/22 GRADI N\
G AS -BUILT
/
r-
vl
oz.ci � 0
ci
m
iT
X
ri
X
a
X
R°u h°'Se
L
Construction Notes:
a
r
-4
w
cm\
W X
cri
ei
cn
0,
X
co
O
\ U:21
WiLPn�
1. Install rock constrution en rance
2. Install silt fence a neede• for erosid
3. Sidewalks shall drain awa from house a
4. Contractor must verify driveway design.
5. Contractor must verify service elevation prior to
6. Add or remove foundation ledge as required.
7. Retaining walls are conditional; Wall installed if the
Wall will not be installed if the grade is 3:1 or less.
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.
N
T
r
co
N. 0
4.
co
a N
9
- -16.6
privewaY
N
22.2
Garage
House
Sable
31.8
deck o
O
0
-<--
0.
-1-""-
GARLAND P ATH<=
am
N81 °39 57,
j:N p
5.5%
n P
s1.32.00
Garage
House Z �I
Trilliurr 1
a 32.0
O
- deck 0
0 en
v?
0.
10.0
• 33%
O
X
X
control.
minimum of 1.0%.
n
0
0
0'
38.50
construction.
x
grade exceeds 3:1.
N
0
a,
34
32.00
co
O
J
Q•
0
0.
D
a,
N
co
r-
0•
0,
Garage
4>
4>
----- ._ •
3, 6„
Trillium
r. 32.0
CO
0
X
32.00
0
0' X
�x S81 °39 Denotes iron pipe
0
0
ws
m
;arage
0
O
0
X
S n
'gyp° Denotes service
m
❑O a? DertvteST@fi�on ox x
▪ Denotes electric box
• Denotes telephone box
X 000.00 Denotes existing elevation
( 000.00 ) Denotes proposed elevation
Denotes drainage flow direction
• Denotes spike
Denotes proposed retaining wall
designed and built by others.
212•00 1\
ISA
Mi
g .1 P 7.8%
rtP r,
32.0
-__16.6
privewoY
-
r
S.E•W•°'
Trilllum
93
4
32.0
deck
0.0
32.00
X
Lowest opening elevation per grading plan :971.0
Lowest floor elevation per grading plan : 971.2
House elevations
Lowest Floor Elevation
Top 0f Foundation Elev.
(Pr000sed) / As -built
:(971.2) /
: (974.4) / 974.4
Garage Slab Elev. 0 Door :(974.0) / 974.2
x
22.2
• Garage
N
0
wts
rn
CA House
Tnliium
X
0
0
9.8 c• o
1.3
rn
n
rn
0
x
IWL=960.0
3T
.00
208•53
a,
X
Lots 39,44
Lot area = 6200 SF
House area = 2652 SF
Porch area = 90 SF
Sidewalk area = 92 SF
Driveway area = 326 SF
Total Impervious Area = 3160 SF
Impervious Coverage = 51.0%
22.2
C,arage
co
X
41
.0
Hous ;
Sable
w
N
a,n
31.8
10
1.0
co
rn
n
rn
a
0
X
A.
o co
).p x x
cn
0, 38 •so�,,;-
CD
0, 0'
m X
0
cn
X
42.00
Cn
X
0
Lots 43-40
Lot area = 9472 SF
House area = 5332 SF
Porch area = 180 SF
Sidewalk area = 184 SF
Driveway area = 652 SF
Total Impervious Area = 6348 SF
Impervious Coverage = 67.0%
x
We hereby certify to Brandt Anderson Homes
plan or report was prepared by me or under
and that I am a duly licensed Land Surveyor
State of Minnesota, doted 12/30/21.
Signed:
BY:
Meter J. HaWkt(son, rbtesstonal Land Surveyor
Minnesota License No. 42299 email-phawkinson®pioneereng.com
O
9
X
rn
Inc that this survey,
my direct supervision,
under the laws of the
eer Erygineering, P.A.
/
7
7
20'
Scale: 1" = 20'
Benchmark:
Top Nut Hydrant
Glacier Woy/Avonlea
Addition
Elevation =981.13
Revisions:
1.) 01-03-22 Stake house
2.) 04-27-22 Restake house
3 ) 10-11-22 Grading As -built
8
0 o
N
o • h 0;
CIn Q%
• oo
U rn
b N
a
N
N
0
y.+
ai
W
rut)
0`
O
In
v
0
11)
to
a
00
0
CO
0
C
0
0