HomeMy WebLinkAboutSurvey 11x17 � �` � � �.1 � � ��_ ;, � � .�
Zoning = RS-3 l
FY � 30' I PROPERTY DESCRIPTION �
SY � 10' interio�, 20° Cofnet' /) ��-�" Lot 5,Block 2,CHOKECHERRY HILL 5TH ADDITION,Dakota County, Minnesota = � M
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RY- 30 ,� o �.d' � � � Z �
SY Buffer - 30; o � �(� �' � I PROPERTY ADDRESS � � w �
R Y B u ff e r - 5 0 v � /'\T � � �/1 T n � 3 0 18889 Hinton Avenue, La kevi l le, Minnesota � � � �
L_V T � L_�./ I �i L_�J I `fi
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BENCH MARK _ / NOTES w o
T O P O F S P I K E- -- � M ( � w o .�
ELEV.=1081.89 `��� � � 1. Bearings are based on the recorded plat. � z � �
J e „ � ao N 2. B u i l d i n g d i m e n s i o n s s h o w n a r e f o r h o r i z o n t a l a n d v e r t i c a l p l a c e m e n t o f Z � o
�� N 89 42 47 W 187.� �J � ��� � structure only.See architectural plans for building and foundation w N N
(1077.8) _ _ , , � �, dimensions. � cr� !" �
i o79.5 1080.0 42.00 - 32.45 - �
1077• �n �- (1078.65) -- 1079.5 � 80•> >082,p ,n �- o � 3. No specific soils investigation has been completed on this lot by James � w � Z
� "T � � � `` ;=-15.00-=;;�� � � � R. Hill,Inc.the suitability of soils to support the specific house proposed � z ,� �
� 10 ;� N a Z 1f� ,, �' CONC. PAD�_ '�, � 10 ' � is not the responsibility of James R. Hill, Inc.or the surveyor. Q � �
�g �x a g 111 �= 0 38.0 0 �os2'2 -�' � Z 4. No specific title search for existence or non-existence of recorded or � � N
j I �a o o� i ,� � o \ o o} � un-recorded easements has been conducted by the surveyor as a part ��
� F� • m� �-- - --\W � i W a (� l,() o f t his surve .On l easements er t he recor de d lat are s hown.
c I �3 a �� �� I/,-b��\ � ��M � J �3 � �� 5. Proposed grades shown were t ken from the grading&/or
�'- �� �w W W /i`' ^~�W� I �\o� �� I7 4% � o� development plan prepared by PIONEER engineering.
� , � r����,.w � �c" N � 6. G r a d i n g p l a n d a t e/r e v i s i o n d a t e: D e c e m b e r 2 1,2 0 1 8
�O I ZW L O T 5 �'a � oN � t .1 m �
C� ��(j Q N � i o g, \x �,� �_ _ 5.0 __ _ o o � 7. Plan No. 5486-C'ADAMS'
_J � � �W `y N� .p \�= r 2.6 '�` O z I
0 --+-��-------------103.7-------------------� �9 M v�� 2o xl n � �
� ' o \\ N � I _� ^/ BENCHMARK
�
�p76�6 � o` i � � 39.0 � .� ;� -- * � O� Top nut of hydrant located at northeast quadrant of Hinton Avenue and �-
���g.6 ,-�� ox ox .� to82.t , � � Hinton Court=1084.22 W
� '� 1 ,o � �� , ,, � � ,o rj �'� � _
� �� 20.00�-''�
\ - - - - - - - L=�- -��-) � N n1� � FLOOR ELEVATI ONS � � �
� 1079.5 �' � 1081.8 �n � � �I � � � = z c
o �0�9.3 �- 42.00 -� - 31.91 m-� „ w Proposed I..� � �, o ._
c J �,-.� , , „ `�� '�,�� w m Q Garage Floor @ Front =1085.5 O Y � �
� � f- N 89 42 47 W 186.61 '�, -� � � o " Garage Top of Block =1085.9 � � � � ¢ _
�-- o � o House Top of Block =1085.9 Q �; � �,
�� � hti ; " Lowest Floor =1077.9 � V o 'n o
� �`' � Top of Block � o, �
-J � ^T ,� `� � ��`�^ � at Lookout Window =1081.1 � o �
L_�./ I v y" � ��2i � �
�,�`" �,�o , �, �o ;� 3p HARD COVER CALCULATIONS � a
� �
/ ` �Jv Q J�� �� m�"o V Lot =15,924 sq.ft. DRAWN BY
�"Q��,�o , c�� �� House/Garage =2,096 sq.ft. PLM/SHP
� ^-r- -� Porch =125 sq.ft.
/ L_�.J 1 / � � Driveway =887 sq.ft. DATE
� Sidewalk =36 sq.ft. 3/24/2020
� Conc. Pad =9 sq.ft. REVISIONS
The curb box,drein tile cleanout,and catch Q Total Impervious =3,153 sq.ft.or 19.80%of lot
basin(if applicable)must be inspected and
accepted before As-Built escrow monies will EROSION CONTROL DRIVEWAY TOTAL � �,�'.� $.F
be released. A11 structures must be flush MUST BE INSTALLED
with the sod. This will be scheduled with the BEFORE EXCAVATION
�a�dscapeinspection. SURVEYOR'S CERTIFICATE
*Df8111ti1e COf111eCtlOtl feqUlf@d. I hereby certify that this survey,plan or report was prepared by me or under
m direct su ervision and that I am a dul Licensed Land Surve or under the
e Denotes set spike y p Y 1'
O Denotes set iron monument laws of the State of Minnesota.That this survey does not purport to show all
• �enotes found iron monument ENGINEERING REVIEWED improvements,easements or encroachments,to the property except as
X Denotes found scribed "x" shown thereon.
o Denotes set hub Date:o5i2�i2o2o cortowsky CAD FILE
-� Denotes proposed drainage Signed this 24th day of March,2020 400260.dwg
tc Denotes top of curb SCALE IN �EET PROJECT N0.
x9Q0.0 Denotes existing elevation *Maintain 6" between bottom of siding and sod 0 30' 60' 400260
(930.0) Denotes proposed elevation "No structures in easements. Ma us . Hampton,M . . . 1
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