HomeMy WebLinkAboutSURVEYS 11x17 � , � Zoning = RS-3 , PROPERTY DESCRIPTION �
� , (�� �� '� � L l� FY - 30' V
, , I, Lot 2, Block 1,CHOKECHERRY HILL 5TH ADDITION, Dakota County, Minnesota � M
1 1 �c SY - 10 Interior, 20 Corner i � o� �
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� '1 7' �I � '�� V RY - 30' P R O P E R T Y A D D R E S S - � � �
/�n� SY Buffer- 30 � > w �
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U RY Buffer - 50� 8629 188th Street West, Lakeville, Minnesota � � � =
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N 89°42'47"W NOTES = � m
�,o�s.2) � - 85.00 - � (,o�a.3) - z � �
� •� 1. Bearings are based on the recorded plat. � � � �
� � LOT 2 0 \ 2. Building dimensions shown are for horizontal and vertical placement of w � �
I � � _ _ � I structure only.See architectural plans for building and foundation (� � Q N
5� �"--DRAINAGE & UTILITY-�5 dimensions. � � � �
' EASEMENT PER PLAT �� 3. No specific soils investigation has been completed on this lot by James z N o
ro osed elev 10�8.8 � z w =
p � -� R. Hill, Inc.the suitability of soils to support the specific house proposed Q � a.
\� I ,--REAR OF BLDG PAD I is no t t he responsi bi li ty o f James R. Hi l l,Inc.or t he surveyor. � � g
PER GRADING PLAN 4. No specific title search for existence or non-existence of recorded or N
�`�.� O � I ��z9� �� xto�s.s I � O un-recorded easements has been conducted by the surveyor as a part �
� � � � � �,� of this surve y.Onl y easements per the recorded plat are shown.
o �o O 5. Proposed grades shown were taken from the grading&/or
� � � PAT10�1 0.4) I � r- P7 rr` � - development plan prepared by PIONEER engineering.
� 080.2 io80.i �
� - � �r � 40.0 � � J �� 6. Grading plan date/revision date: December 21,2018
�� W e `l�` /� PROPOSED o �� `\� �� o w <� 7. Plan No. 5486-B'ADAMS'
< � � % ,FiOUSE� 00 � � , � � - i �
� \ � M ol �vo o�WALKOUT)/� �I a lo � C� �
C� <� � N � °�/ , - -- - -- �o.o � � j� _� �� BENCHMARK � ¢ _ �
' � O �I � °D ' GARAG/`" ���� I� O ' Top nut of hydrant located at southeast quadrant of Holland Drive and 188th � �o J �
; \ � o / N , � Street West= 1087.57 � w �
� � ���12.Oc�i7.17o/%0 / % � � z = �
Z •' �� H ui 20.83 N�10.0 �. .� z � z � �
BENCH MARK ���'S ' � oap '�, BENCH MARK FLOOR ELEVATIONS � � _ �
� ^ 1088.3 1088.3
TOP OF SPIKE--'"� � )
ELEV.=1084.89 c`O o 5 ' � P R O P O S E D � I� � '----TOP OF SPIK E Proposed � o V Y �
� ^ � I � �� D R I V E W A Y r � ELEV.=1085.91 Gara ge Floor @ Front = 1088.5 � LL Z p �o
�M o M r - I� Garage Top of Block = 1088.9 Q z � Y
� -�- - -� � House Top of Block = 1088.9 V O ri o
(1085.4� � f SERV. � �1085.9 Lowest Floor =1080.9 li � o z
�os5. � _ � ioss.2 �- � � m o
c.o. 85.00 - HARD COVER CALCULATIONS w �, o
U o � a
tos4.stc ° to85.otc 1os5.2tc Lot = 11,050 sq.ft.
o > » � House/Gara e = 1,828 s ft. DRAWN BY
"' N 89 42 47 W M Porch g =127 sq.ft. PLM
Driveway =889 sq.ft.
188T1�-�l STREET VI/FST Sidewalk =43 sq.ft. DATE
'' �,���� � Patio = 18 sq.ft. 11/19/2019
The curb box, drain tile cleanout anci c;��tch ba.�in' Total Impervious =2,905 sq.ft.or 26.3%of lot REVISIONS
(if applicable) must be inspected and accepted 'Draintile connection required.
before As-built escrow monies will be released. DR/VEWAY TOTAL � 1,156 S.F.
All structures must be flush with the sod. This EROSION CONTROL
�vill be scheduled with the landscape inspection. MUST BE INSTALLED SURVEYOR'S CERTIFICATE
�Maintain 6" between siding & sod BEFORE EXCAVATI0���1i
I hereby certify that this survey, plan or report was prepared by me or under
'Nn �trur_.t�_nc� in easements my direct supervision and that I am a duly Licensed Land Surveyor under the
ENGINEERING REVIEWED laws of the State of Minnesota.That this survey does not purport to show all
Q Denotes set spike D�te: 12/05/2019 rmcdonald improvements,easements or encroachments,to the property except as
O Denotes set iron monument shown thereon.
CAD FILE
• Denotes found iron monument Signed this 19th day of November,2019 391271.dwg
- Denotes proposed drainage SCALE IN FEET
tc Denotes top of curb 0 30' 60' PROJECT N0.
X900.0 Denotes existing elevation 391271
(930.0) Denotes proposed elevation Ma us F. Hampton, M . . . 1
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