HomeMy WebLinkAbout13403 AVILA AVE \ �
\ �96�.4� �o � PROPERTY DESCRIPTION � �
� v \ Lot 6, Block 2, BELLA VISTA 5TH ADDITION, Dakota County, Minnesota N M
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� �9s?o� !'ss 3 � \ PROPERTY ADDRESS � � J .�
o � 2 � � V � 13403 Avila Avenue, Rosemount, Minnesota � � > �
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,� � �s \ �ss3�38', �� �963,5� \ 1. Bearings are based on the recorded plat. � � � �
,�• / \ � 9 c � 2. Building dimensions shown are for horizontal and vertical placement of w N �
` ('96j x � 9 �? �� structure only.See architectural plans for building and foundation (� � � �
F�,� �� �gs9 fw�96j � � 6 4•0 9 9 3 dimensions. � w U o'.
H U SN� � l 8.� _ 3j(9 S 9 � (g s 48 3. No specific soils investigation has been completed on this lot by James z w �
F i q j / ��b w(ss�8 k � � �9 I R. H i l l, I n c.t h e s u i t a b i l i t y o f s o i l s t o s u p p o rt t h e s p e c i f i c h o u s e p r o p o s e d � Q � �
N(� N bw�9 s tw � s4 4) �g s s' is not the responsibility of lames R. Hill, Inc.or the surveyor. � � �
�N Cv �� / o? �ss38� o \ o � � 4. No specific title search for existence or non-existence of recorded or N
o, �s h' \ " .� o un-recorded easements has been conducted by the surveyor as a part �
,�/ �Qs9x� 4 �9s�� � � � o �� of this survey.Only easements per the recorded plat are shown.
^ �� / `� 4��0 � o,`O � � 5. Proposed grades shown were taken from the grading&/or
� ,� j� �9 / � �" � development plan prepared by Westwood Professional Services, Inc.
�I� ,� �Q�' r�, k S9s� ,'� // ('96 � 6. Grading plan date/revision date: 11/10/17.
o ,�/ ry �_ / �l.! �o 00 ��j 6 0 8�) / �`'� 30 7. Sanitary service invert elevation per City engineering
� �� ^ ��' =��<v / � � o• �o Jo � /�rj' department=956.05.
� �, N �Q�� "� �u�2 Q oo � / 1p l(� � 8. Plan No.6013-CLEARWATER'F4'
� � = a c�,� / � � o' v 2�� / - ,
J �9583� �/ � ?�� / �� �V BENCHMARK w o
/ � � Top nu t o f hy dran t loca te d a t Lo t 6, B loc k 2=9 6 8.0 2 � o
k�959 4 J�� 2 � � ?S � ^ � Q �o
0 0 !9 C� _ � � �
� � o � 3� 6j4� ^ G� FLOOR ELEVATIONS �' �
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� �95�x/ �96�2��'S� � " =ry � Proposed Asbuilt 0 ¢ Z > �
�8� � 2. � Garage Floor @ Front =968.4 =968.5 � � Z Q �
�5 / x�9s9 � ' , Garage Top of Block =968.8 =968.8 Q J w �,
� 3.7 0 � o �;� / House Top of Block =968.8 =968.8 U m o
� �,'� o o• ��'�4 i � � L o w e s t F l o o r =9 6 0.8 =9 6 1.0 L L � �
,���`, x�9so O "� N �o,`O 3� �
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955.2] � 2 � �g� xn i � w �
9 56•0 �� � O � rn N C O�Q� '� � • V -�
9.91�95;;'� 958•g � C966,32�50 0 /� N ^�(!� `O �
S89°39 00 E sso.o � � � ^ �o � �No� � � HARD COVER CALCULATIONS I��� DRAWN BY
�959,g� � / � � JCB/TAM
• 96 �`t `96e 4 � �� � Lot = 14,324 sq.ft.
S78 23�24» 4�� °' � � �� � House/Garage =2,610 sq.ft. ��'��� ��� DATE
N � �1- E �26.30 96�5 _ Porch =702 sq.ft. 5/20/2020
�' 1 �� ► �^ �\ (gg�6� "� gg7� � Driveway = 1,221 sq.ft. REVISIONS
V^�^ � �T _� � � Total Impervious =4,533 sq.ft.or 31.6%of lot /,1 ��vis P�o osed rades
� ' �� `' ��au�it r��v�ev���l: �x 7 1 F n i nA il
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EARTHWORK SUMMARY 3p � SURVEYOR'S CERTIFICATE D�#e�
Excavation:
Common Ex. =356.8 c.y. I I hereby certify that this survey, plan or report was prepared by me or under
Footing Ex. =14.8 c.y. my direct supervision and that I am a duly Licensed Land Surveyor under the
Garage Footing Over Ex. =7.9 c.y. laws of the State of Minnesota.That this surve does not ur ort to show all
Footin9 Wall Ex. =11.3 c.v. 0 Denotes set spike Y p p
=390.8 c.y � Denotes set iron monument improvements,easements or encroachments,to the property except as
• Denotes found iron monument shown thereon.
Fill: � Denotes proposed drainage CAD FILE
Common Fill =365.2 c.y. tc Denotes top of curb Signed this 20th day of May, 2020 390620.dwg
SCALE IN FEET Driveway Hold-Down =22.6 c.y. X900.0 Denotes existing elevation PROJECT N0.
=342.6 c.y.
0 20' 40' (930.0) Denotes proposed elevation 390620
Excavation-Fill =48.2 c.y. LONG X[900.0] Denotes as-built elevation
Ma us F. Hampton, M . . . 1 SHEET 1 OF 1