HomeMy WebLinkAbout19277 Hillcrest AveRECEIVED
By Lucas Ritchie at 9:35 am, Aug 25, 2022
CITY OF LAKEVILLE
CERTIFICATION OF GRADING AND
FINAL PLACEMENT OF IRON MONUMENTS
Building Permit #: LA193250
Legal Description: Lot 4 Block 2
Subdivision: SUMMERLYN 9TH ADDITION
Address: 19277 Hillcrest Avenue
We
-F hereby certify that on 10th day of Auaust 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: August 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
Lot area = 13947 SF
House area = 2285 SF
Porch area = 137 SF
Sidewalk area = 44 SF
Driveway area = 796 SF
Total Impervious Area = 3262 SF
Impervious Coverage = 23.4%
• Denotes iron pipe
Denotes
O❑ Denotes
1111 Denotes
❑� Denotes
X 000 00 Denotes
( 000.00 ) Denotes
Denotes
A Denotes
service
television box
electric box
telephone box
existing elevation
proposed elevation
drainage flow direction
spike
• ■ ■ ■ ■ ■ ■ Denotes proposed retaining wall
designed and built by others.
1042.0 )041.9
1041,9
O
to
Ci
▪ 1041,5 x
*too.
1040,9 x
1040 7 x
1041 2 x1040•"'
1
1044,9 x
1041 9 y�
11 J
ibb
041 9
10
ti
1049,2 x
10474 v
cri
1050 1 x
1047 a
1055.0
S88°53'18"W
10508 x
x1041 8 X
11044 7
>,�, I
= a
Q1
7
L
a IU
C QI
)F040oj C
0 �I 1042.5
c�i
a al
X
1040.4
N:172747 0 I
1040 4o 0 2a61 1044 2 x
1040.5 I
1045.4�
10414x 65.9 ----------- __
1046,4
7042 0 x
1047,0 x
1045 7 x
1049.9 x
10945
X
1")
0)
1039g/0
1
10492 x 1049.7�j�
1045,7 x 1045,3 10 O
1049 7 1050.5
-• 114 10493 •aTo• 10575
...10.46.0..14.5 7.9- ••••`, 1049 11049�•
1046,7 w• 0.6 '•�!w U.
1046.0X
1045.9 )65.5
1045 5 x
1045.4 x
10
Construction Notes:
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.
1045 6
1045, 7 x
1046 2 x 1046.7
7046,8
1045.9 X
1046 6
10452 x
1048,5
1057.0X51,9x
10491
1048-6 4.
Haase
1053.9 x
1050.5 .
'emus x
1043,0 x 1044.4 x
1045.7
t045.51x
�I047
x 1047.2 OX
10402 x -�S 1042.3 x 1
1041.0 X 1045 0IX
1047 5 x x1046 4
10x43, 2
General Notes:
1. Grading plan by Pioneer last dated 10-24-19 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.
.4
r
1040.5
Rough
N78°13>,w
REVISED
1048,5
7043.4 X 1045,q 7045,4 10474
1043 5 10g5,4 x1047 5 X
x
8/10/22
Lowest floor elevation
1047.7
1057 0 x
1050.9
Exls t •
House
1052 4
1050 0
1048.6 -
1049
1055 0 x
1052 7
1062
063.4b
158.24
10570 X
1053.6
10574 x
7054 7
N-77287170
E51858106 7C
1066.6 .0_--0
1055.6
1053.2 x
1053,5
10575
1048 8
1053.6 x
1053.9 x
1048
1049.1 x
1049,7 x
152 36
GRADING AS -BUILT
per grading plan : 946.5
House elevations
Lowest Floor Elevation
Top 0f Foundation Elev.
Garage Lip Elev 0 Door
(Proposed) / As -built
:(1046.8) / 1046.8
: (1054.8) / 1054.9
: (1054.5) / 1054.6
8
1054,3
1054 1 x
7054.3 x
1054,E r
10546
30
56 7
II II _--i\ r
t I I
\ V
10 1 \\ I
l I I
I \
1054.7 j •� I
7�54 3
1054.E
o5a4 -- 30.7 -----
2 1053.6
1054,1
1054 2
105 x1053,9
42
7052.3/x
53,6
E/;727I6.10
ip50 2560.07
10510
N:172709, 1049,
1oso.s a tt, 70
1049,3 to
X 052.5
052 3
1057 6
1049 0 x
1049
1048.7 x
9
1050 8
/ 1i48.g'
/ /
• 1048./3 _/
/ /
/ /
/
/ 30//
/
/
/
We hereby certify to Lennar Corporation 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 03/03/21.
BY
Signed: //PiArleer Er}gineering, P.A.
Peter J. HaLI ( bn, lrrotegonal Land surveyor
Minnesota License No 42299 email-phawkinson@pioneereng.com
0'
10'
20'
Scale: 1" = 20'
Benchmark:
Top Nut Hydrant
Lots 4-5 Block 2
Elevation = 1052 00
Revisions
1 ) 03-04-21 Stake house
2 ) 09-01-21 Foundation As -built
3) 08-10-22 Grading As -built
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