HomeMy WebLinkAboutSurvey 8.5x11 ��, -; ��; t_ �,i �: ���� � � (��. ,
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PROPERTY DESCRIPTION '`�
Lot S0,Block 3,CHOKECHERRY HILL 4TH ADDITION,Dakota County,Minnesota v �„'
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i X PROPERTY ADDRESS �¢w�
(�i I I� 18892 Houston Way,Lakeville,Minnesota � �>L
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I �� I 24' I m NOTES w o c
.i � y 1. Bearings are based on the recorded plat. ���
—� � �� o x � 2. Building dimensions shown are for horizontal and vertical placement of � z N�
S 8 9°4 2 4 7 E °.°.W � w W
o i„ structure only.See architectural plans for building and foundation
i HP `� 89.17 � tO � dimensions. � w��
_ 1084.2)� 1085.1 \ '��o � � 3. No specific soils investigation has been completed on this lot by James � z�-o
�08+.3 �� �o s ss r � R.H i l l,I n c.t h e s ui t a b i l i t y o f s o i l s t o su p p o rt t h e s p e ci f i c h ou s e p r o p o s e d z w�
j ,�a � LO T 10y � ` " is no t t he responsi bi li ty o f James R.Hi l l,Inc.or t he surveyor. � �N
o-- — 4. No specific title search for existence or non-existence of recorded or
SCALE IN FEET ^ 5�D INAGE &UTILI7Y w___ � � � un-recorded easements has been conducted by the surveyor as a part �
EA MENT PER PLAT � N of this survey.Only easements per the recorded plat are shown.
0 30' 60' 1$� �V J 5. Proposed grades shown were taken from the grading&/or
� (fl development plan prepared by PIONEER engineering.
70�8.8 EAR OF BLDG PAD �0�6.6
Q DING PLAN I � 6. Grading plan date/revision date:June 19,2018
Zoning=RS-3� � -- -- 7. Plan No.5475-C'REDWO00'
FY-30' O �o `� f —
SY-10'Interior,20'Corner c— �— M ��IJ— 108 �� �•2 � e7.a��;A� '� o � ° ��
—� � so.o - —� w � m v BENCHMARK
RY-30' c— �_ i „
SY Buffe�-30' �� ?� f o � /�LOOKOUT)Q o �rn � � � Top nut of hydrant located at Lot 10,Block 5=1090.04 j �J
RY Buffer-50' �._ � � � / _ _ w I � t0 =
�) � o n o_ _ �n w vi/ 11 �
�� <� � „�� �I o a�� �=,a o I�� D v FLOOR ELEVATIONS � =z c
�. G A R A G E�a ,� p �� � P r o p o s e d � I w o`
I ENGINEERING REVIEWED � I; ��/ �/ , I � � �`j Garege Floor @ Front =1092.2 O o��
D8t2:OS/16/2019 mhughes O �� � 0.33� �o � ° 0 3 Garege Top of Foundation =1092.6 w���o�
N ,��\, c�i 30.0 �g,67 _`�F . 'om O � 1 1 1 House Top of Foundation =1092.6 Q s� �
BENCH MARK �'� u� (1092.0�� � e � — 34.92�—' � � Lowest Floor =1054.6 V �c�
TOP OF SPIKE-----"� �I `� o WAuc (��o D; j Top of Foundation � Y
ELEV.=1090.31 mo,.. PROPOSED� "r 1 1 eN � 30 � at Lookout Window =1087.8 � � �
DRIVEWAY ` !- >• � -
M5 n ��� � � �t�pt� W 4��
.� � T , o —� - -! � — o �\ d' c z HARD COVER CALCULATIONS U a
I _ �1089.6� � � i:� SERV. \�T i Lot =12,624 s ft. DRAWN BY
9•
toe9.3 \_ 1068.7 � �_38,15—' �"��°� House/Garage =2,089 sq.ft. SHP
71.36 R-190.2g ,�s.st� >�^ Porch =108 sq.ft.
Driveway =955 sq.ft. DATE
� toas.ttc ioee.a�c o „ Sidewalk =54 sq.ft. U�2�2��9
_ N89�42�47��W p—�1°2� � � Totallmpervious =3,206sq.ft.or25.40%oflot REVISIONS
`�`� HOUSTON WAY ORNEWAY TOTAL - 1,211 S.F.
�Y�Y� i.
SURVEYOR'S CERTIFICATE
*Draintile connection required. i nereby cercify thac this survey,plan or report was prepared by me or under
� Denotes set spike my direct supervision and that I am a duly Licensed Land Surveyor under[he
i, O Denotes set iron monument EROSION CONTROL 'Maintain 6"between siding&sod laws of the State of Minnesota.That this survey does not purport to show all
� • Denotes found iron monument MUST BE INSTALLED 'No structures in easements improvements,easements or encroachments,to the property except as
% Denotes found scrlbed"x" BEFORE EXCAVATION shown thereon.
o Denotes set hub CAD FILE
Denotes proposed dreinage The curb box,drain tile cleanout and catch basin Signed this 22nd day of July,2019 390776.dwg
tc Denotes top of curb (if applicable)must be inspected and accepted
before As-built escrow monies will be released. PROJECT N0.
x900.0 Denotesexistingelevation i�� T 390776
(930.0) Denotes proposed elevation All structures must be flush with the sod. This
will be scheduled with the landscape inspection. Ma us F.Hampton,M . . . 1 SHEET 1 Of 1