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HomeMy WebLinkAboutSURVEYS 11x17 RevWons:
N J ��,�� ��.�, .i Certificate of Survey for: _
:
ti�� � M/I HOMES OF MINNEAPOLIS, LLC 5
� H011SO E�ddl'BSS: HOI1S8 MOdCI: �Maintain 6"between bottom of siding and sod
�� I� � i� J 7808-184th S[ree[W.,Lakeville,MN Eaton A `No structures in easements.
t ,
t � ; ' � *Draintile connection required.
The curb box,drain tile deanout,and catch
basin(i!applicable)must be inspected and
accepted betore As-Buitt escrow monies will
I be releasetl.All swctures must be flush
with Me sod.This will be scheduled wim the
� — landscape inspection.
� � "� EROSION CONTROL
— � � � � � MUST BE INSTALLED
� � � BEFORE EXCAVATION
_ �
i
i �
1 �
� �
r i n i �S rotol Lot area... ........... .... ...t7J72:q./t.
�.-rpr-r- � �
,��,�-ri i . � I House ond Porch Areo... .-. -.t7.531 sq./t.
i:;'r i r1 ..; i��i_C- i v '
��'��� Drivewoy Areo to Right oI Way L(nr --�t411 sq.R.
N�ry vlans)���r�-� � 1 Side.olk Areo.........................................................t61 sq.lt.
sa=ca_r sew���r> 1 � Totd Imperdous-............ ... f2.006 aq.1t.
n _��L Totd Imperv(ous Coveroge ���S28.OT
I rT� OTC ��� 1 � Totol Sod Area to Bock o/Curt f5,488 sq.1t.
a ��b�1O� 1001.0 — �� Totol Driveway Meo to Bock o/Curb���-�������f635 s./t.
w_�nmo�o(o � �s_I___�-
-I-iooi.a p, _o�-+-
�
oT or—or °�l-I°� �
_p7�OL �DT-- 1
^�p n 1000.7 _—
—�
�;,..ak,00,.b '°°,' S ,o�, �Po Planning Department
_ *e.:x i „ ` a Approved
°° �so� (to sidewolk) � II �� W� pgNCHYMK �ate' 03N3I2020 mwaite
� 1 _-- —�r� I U -- RIP OF 5%KE
rj � i i� Q�7000.36
BENCHMARK
,ov ov sPiKe - I.��' ms�.o' I I 5 :,
EL�1001.59 \� � �U PROP.DR�`�WAY
� 5 � TO��W�K i � � '� $���f� ENGINEERING REVIEWED
` I' ooa. - i.o 'oo t�-/-�`
x ioai.e� � � uo N i o.aV
k �o i°°'.z xs'e2 �°� ppRCH� ���I 1 � �8t@:03I03/2020 aoxborough
o°� � �e, n.oe 1
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1 GAR�CL � po ,_,�
� � o�� ��
C� 002� w� I �' 1,�� u I ��� MO!f f Ofl
I n g g Qy v
0 1� � �__-----------� ; � � t �r tr� Hydr t
9
_1 PR�Q�HWg 9`49) ./ p Dsnotes Exfstfny El�cbk Box
o � e.ss'L�WTB�'T � �oo� Y� � Dmotes ExfatMy 7deviaion Box
�. �ooi,� � I �U X !'/ p Denotes Existing 7d�phone Box
v \ � "? p J � w a gg89 ��� W N Y/ YY Denotes Existfng Light Pde
g 4 W 7.d 9 . � 98.4 �"� J A � '� o Denotes Exiating Serdce
„ NN� � 98'4 �.(�I � Of; p � / p Denotes Existing Curb Stop
\ 9q9,X �n�m � I ��`� 1 � m (11L.� .000.o Denotes Extsting Elewtton
�� � 1 � � 97'4 00. Denotes Proposed Elewtion
� � � —� Denotes Directlon o/Dratnaqe
� _ __._.� _ � Denotes Dratnaqs ec Uttlfty Eaaement
�---. �-- - .ev.i � r (per recorded plat)
I 99�}� I �� t Denotea Iron Monument
� ia��
� Rmr ot Bui 9
I �_pPProx. Gro0in9 Plan I
� I Pad pe� I '-�
I I 996.3 x 995.9
� 38 �I ;�,
997.1 � *996.4
�ti% � �
99 I � 5 �� LEGAL DESCRIP110N:
J
5 �L___------- � Lot 38, Block 10, AVONLEA 4TH ADDITION,
a � 95, _ � / Oakota County, Mtnnesota
s °5 � 994 8 MMhnum Loweat Floor Elewtion: 994.8
T� 53�99 PROPOSED BUILDING ELEVATIONS
�, S84°25,��~� RIm�992.5
m -»� Lowest Floor Elewtton: 995•9
_—»�5___»_——>�993.5—>J�=—»�
� x 993.9 LGO�(OU� �QVOt�0/1: 999.1
7op of FoundaUon Elevatton: 1003.9
� Garope Slab devatkn (at door): 1003.5
� Bearings shown are ossumed N07ES:
y� 1. Propoaed building site oGing is in accwdance with the
8 GRAPHIC SCALE grodinq plans prepared y Westwood Protessional Services, Inc.,
0 10 20 40 �0 tt.Btt.�roW lost revised 9/07/18
n (Da�°OM�d�� 2. Controctor must verif sewer depth.
£ 3. Driveways shown are for grophic purposes only. Final driveway
(IN FEET) design ond location to be detercnined by owner/bu(Ider.
� (11x17 Sheet� 4. All building foundation dimensions shown on this survey
include esterior foundation insulation wiGths, if opplicable.
1813 7769.056 NJS AV0733 Refer lo final building plons fa foundotion details.
8
a (�Carlson I hereDy certify to M/I Homes of Minneapdis, LLC thot this survey, plan or report was prepared Dy me or under my Girect
supervision ond that I am o duly licensed�and surveya unAer the lowe of the State of Minnesota.
DoteG this 22nd Cay of Jonuory, 2020 , j
� McCain �
Signed: son McCa' Int.
n ENVIF�DNMENTAL•ENGINEERING�SURVEYING �
�// 3890 Pheasant Ridge Drive NE, BY
o V Sui[e 100,Blalne,MN 55449 Thomos R. Ballu/f, L.S. eg.No. 40361
� Pbone:763-489-7900 Faz:763-489J959 Peter J. Blomquist,LS. Reg. No. 51676
CITY OF LAKEVILLE
CERTIFICATION OF GRADING AND
FINAL PLACEMENT OF IRON MONUMENTS
Building Permit #: !-A 803q I RECEIVED
[By Christina Orlowsky at 7:50 am, Jul 29, 2020
Legal Description: Lot 3? Block 1
Subdivision: ittico4. L. L) 4°(^- A^44.4
Address: l 8 `-I Si-revf-
I hereby certify that on to day of -114 . 20?z) 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.
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: t
T t U
Signature: �I •
Date: - ?holt) MN License #: .T/ 60-7 (o
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
�•'�U>;:I }.+F?tkrlllcilil .1 .. ?i`�?d!:f; 1Lj•.':;.Iu,Ojt Alit.Yt1Cmit. r. Y t in'.
;;a!in ti _.i:-1- i?��1l _ .'..;:. ;,o:.. ort:4i:lu;.n.>t i; aia; ri,,e
ion\cad c3d\survey\7769 056gab.dwg
C,
11x17
Grading As -built for:
M/I HOMES OF MINNEAPOLIS, LLC
House Address:
7808 - 184th Street W., Lakeville, MN
IAl
VV.
1
II
I 1
.ao
14
I I
I
--
II
II
1I
I _1000:5- -100 4- j 1
Ions) —1- i I CBTC TO l ,
er lutiIity P ,I--- 1 — } i
W�termoin (p — 1001 3
—777!
I DT J— ��-- DT — DTC T�
_ � DT � DT DT � I1}
07 � DT — DT T - 1, /\
* D rvo 11 _ r } --
1001.3 . 000.7
Sidewalk 1001.6 ‘�\
_ 1 i
1001 it 1 } 1
1 <10020}
I 0I-----i'`f02.1 1 0011
M
` 1 to
i o
�' BITUMINOUS 1003.2 } i
5 i 1 o DRIVEWAY
*7.0 .-
�//23.9//AZ
�� 1002.4
/4 p7/
/ I Ir
11 .1 1002 7 I
/�� 1003 6 I 1 1/
r
FF ° fi
O -ri
? E
co 7 C
a%
n
r, 4 T1
1L5<r1r7
Sanitary Sewer (per utility plans)
\�J
/. /
Y08.0
997.4
996.5 -
EXISTING HOUSE
8.33' POURED BSMT.
LOOKOUT
///40 0 f
x 998 1
x 995 5 co
995 5 : a
0 0)
°. ' 994.7
994.8 53.99
S84°2611" 4 C.B
Rim=992 5 >>�
— —»— _- — — —»— — —»_ — —»—~-»—fir
. 001 /1 2' ll/ 2
/
r--
)
(C)
I I
Ix i
I°' r
I
11 x 997.4 38 1
I \9963
I
I x 996.7
\x9965 1 995 4
1 I
5
51�_______—
0
Bearings shown are assumed
GRAPHIC SCALE
0 10 20 40
I I I I
(IN FEET)
(11 x17 sheet)
181317769.056gab NJS AV0133
al Carlson
McCain
10 ft. Bit. Troll (per grading plan)
Revisions:
Ili
I�
13
14
I5
HYD
Denotes Existing Hydrant
pDenotes Existing Electric Box
Denotes Existing Television Box
p Denotes Existing Telephone Box
* Denotes Existing Light Pole
p Denotes Existing Service
o Denotes Existing Curb Stop
x 000.o Denotes Existing Elevation
Denotes Direction of Drainage
Denotes Drainage & Utility Easement
(per recorded plat)
t Denotes Iron Monument
LEGAL DESCRIPTION:
Lot 38, Block 10, AVONLEA 4TH ADDITION,
Dakota County, Minnesota
Minimum Lowest Floor Elevation. 994.8
AS —BUILT BUILDING ELEVATIONS
Lowest Floor Elevation .99b:9" N/A
Lookout Elevation r 999.1
Top of Foundation Elevation- 11383r.9' 1003.9
Garage Slab Elevation (at door): j& 1003.6
I hereby certify to M/I Homes of Minneapolis, LLC 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 this 10th day of July, 2020.
Signed:/Cbrlson McCg , Inc.
ENVIRONMENTAL ENGINEERING SURVEYING
3890 Pheasant Ridge Drive NE,
Suite 100, Blame, MN 55449
Phone: 763-489-7900 Fax: 763-489-7959
By:
Thomas R. Balluff, L.S. eg No 40361
Peter J. Blomquist, L.S. Reg. No. 51676