HomeMy WebLinkAboutSURVEY 11x17 N � . . , - R ` , Located in the NE 1/4 of
The curb box, drain tile cleanout and catch basin • '` , �� �. • -- Sec. 16, Twp. 114, Rge. 20
(if applicable) must be inspected and accepted ertlficate of Survey for. ';'`� v �"
before As-built escrow monies will be released. �1 � ( �
All structures must be flush with the sod. This M/I HOMES OF M�NNNEAPOLIS, LLC
will be scheduled with the landscape inspection. ENGINEERING REVIEWED Planning Department
House Address: House Model: D8t2: 06/17/2019 mhughes Approved
I EROSION CONTROL 18310 Glenbridge Avenue, Lakeville, MN Dearborn (B) Date: o�iosi2o�s dmorey
MUST BE INSTALLED '`Draintile connection required. -
BEFORE EXCAVATION , ,� T �
- � L. L/ l i /�
"Maintain 6" between siding & sod � OPCOF SPIKE _ �
"No structures in easements n E� � 990.79 �� G Propoeed House 9
I o 1 1 ✓ (hde is dug) � 8s� 9852�
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gy Denotes Existing Hydrant I � =' � //11�/11/111�1� � �
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EB Denotee Existin Electric Box � v� I i , „
❑ 9 ,� � a� � I 9�q � N 8 9°1 0 0 1 E `9� 98 CO ��B 9� C,
� Denotes Existing Television Box I � � �i 9� ��°° o'` ��� � � ��, �30.87 s �. `�- DT 984-984 6 �x \
� Denotes Existing Telephone Box � N� I = 9 � i o i
,9 21.85 43.17 988.3 ,�, 6
� Denotes Existing light Pole I j o� ��J � �p � � - - ��- - - - g9�s A - - °0� - - - - - - - - - - � �/ �\
SR" Denotes Existin Service I a 10 � ,
O 9 N� �� .► � � I {----- 5.67 99 26.33 �0 � �_� 9 C�
o Denotes Existing Curb Stop � n �� �M � i '� �� � X I �0 849
x 000.o Denotes Existing Elevation � � ��J p� �O � -�►� � o� � g8�6 I ��
" soo.o Denotes Pr osed Elevation � � � � �� � N � � � a � �
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—� Denotes DirectTon of Drainage � � c� a $- �z3.3 __ _ i ---- _�� � 9�`�x ���' I 9�� 3 ��� ��
- - Denotes Drolnage dc Utility Eosement ' I I ��J '-- g9� 9 �a.ea � o�o o � x " � x ',`
�Per recorded plat) I�, I �� � ; ` - 9�� ��,o o�� g � 2 � �.�^� �.,
t Denotes Iron Monument � � j �J � '�'� p i I ��3 `�� y� �n , 9 � ��
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I � ° � �^ a � 10 � 0° 43.17 � �o � � xrn ,
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I i 3 � 991.0 � 9,.A fr L 31.45 99t.�� — 43.17 99t.t 987.7�� - - - - - 98X4- - � 98g8 9�6� � _� ��X9 C�
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'� � 132.15 9� 98�� �
� �� � �� � ;�,�,'' N89°10'01"E 6 � s��oa' `�
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i � BENCH1AARK i� 0 x � x x x 'I$ g �
� TOP OF SPIKE- � 99� / g9�6 9�a a /� 98g 2 g$ 86 O
; El = 991.32 V /
o I Propased House
P � PTl7/ / (stoked �,�Y, /�
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zTotal Lot Area __ __ __ _ _ _ _ _ t7,362 sq.ft. c. v T ti
; House and Porch Area- - -- --- - -t1,536 sq.ft.
^ Oriveway Area ta Right of wa,. �r„e f44s Sq.rt. Minimum Lowest Floor Elev�atPon: .�Q LEGAL DESCRIPTION:
q Sidewalk Area_ __ ____ __ . ..__ _.... . __ ..t85 sq.ft.
� Total Impervious - - - - - t2,o�o sq.ft. PROPOSED BUILDING ELEVATIONS Lot 2, Block 14, AVONLEA 4TH ADDITION,
q Total Impervious Coverags-- ----- --- - --- - -t28.1x
� Total Lot Area to Back of Curb -t8,044 Sq.rr. Lowest Floor Elav�ation: �L Dakota County, Minnesota
� Total Driveway Area to Bock of Curb t645 sq.ft LOOkOtJt asHOtrO►1: 989.3
� Top of Foundatton Qev�tion: 994•1
� Garoge Slob Elev�otion (ax" door): 993•7
m Carlson Bearings ShOWII Ofe assumed NOTES: I hereby certify to M/I Homes of Minneapolis, LLC that this survey, plon or report was prepored by me or
^ 1. Proposed building site grading is in accordance with the under my direct supervision ond that I am o duly licensed land surveyor under the lows of the State
„ � GRAPHIC SCALE grading plans prepared by Westwood Professional Services Inc., of Minnesoto.
� MeCain 0 10 20 40 last revised 9/07/18.
� 2. Contractor must verify sewer depth. Dated this 6th day of June, 2019.
„ ENVIRONMENTAL�ENGINEERING�SURVEYING 3. Driveways shown are for grophic purposes only. Final drivewoy Signed: Carlson McCoin, Inc.
� 3890 Pheasant Ridge Drive NE, (IN FEET) design and location to be determined by owner/builder. }�
o Suite 100, Blaine, MN 55449 (11x17 sheet� 4. All building foundation dimensians shown on this survey By. ��i��"' ��E���
�� Phone: 763-489-7900 Fax: 763-489-7959 include exterior foundation insulation widths, if applicable.
o Refer to final building plans for foundation details. Thomas R. Balluff, L.S. Reg. No. 40361
; 1813 7769.022 NJP AVO105 Peter J. Blomquist, L.S. Reg. No. 51676
�