HomeMy WebLinkAbout13420 AVILA AVE � PROPERTY DESCRIPTION �
� Lot 11, Block 3, BELLA VISTA 5TH ADDITION, Dakota County, Minnesota � � M
� � �
� � z E
I ; PROPERTY ADDRESS .. > W �
3o N z�i o ��'.07 13420 Avila Avenue, Rosemount, Minnesota � � N �
z X�a I /1T 1 r1 T � � �
� � � W 3 L_�/ I � lJ i m
a W n n 972.1 [989.2] 8 N 0 T E S W o �
� W N
� $ °°� a�,.o er.2 a�o.i� 964 983.e � • 1. Bearings are based on the recorded plat. � � � �
O o e�i.s] � [�ae� gg3,3� ��e2., __ 2422i 2. Building dimensions shown are for horizontal and vertical placement of w � �
� o 0
Z O � _ 9,o.e _ _ -- structure only.See architectural plans for building and foundation (� � � �
� � � �o � - - - dimensions. � � � �'
52. 3. No specific soils investigation has been completed on this lot by James z � o
� N °''�� ,�o� $ �� as,.e ��44� y pport the s ecific house ro osed � Q � �
f� � R. Hill, Inc.the suitabilit of soils to su p p p
I� � N �� N g �'6�B J is no t t he res ponsi bi li t y o f James R. Hi l l, Inc.or t he surve yor. � o
° 2.0= a.
� _ 253 �, � o o �° _� 4. N o s p e c i f i c t i t l e s e a r c h f o r e x i s t e n c e o r n o n-e x i s t e n c e o f r e c o r d e d o r � N
`� � - �' a � -. � L 0 T 1 1 un-recorded easements has been conducted by the surveyor as a part �
� ��� a } o oo�' �y o 2'0 ,� of this survey.Only easements per the recorded plat are shown. I,
J�,� � \ I 3 lar�,� � x 3�'�/ ��•�) m 5. Proposed grades shown were taken from the grading&/or
"a � � o �' s.00j W `"=3 Z ---- development plan prepared by Westwood Professional Services, Inc.
��� � � o ^o/ � $� � WETLAND 6. Grading plan date/revision date: 11/10/17.
� ,�o s z O1 N c; ��+' I �' 7. Sanitary service invert elevation per City engineering
Qa �- ��+.r� ,; department=960.45.
� h DRAINAGE dc UTILJTY g. Plan No.6010-WESTON 'C3'
3 `� ^�� 9h.g � � 5 � EASEMENT PER PLAT
0 ��p _\ 92p ��\p �• _� W z
� ''.e e,o �4.8� BENCHMARK o
'� � � ��°*�> > �
� Top nut of hydrant located at Lots 13 and 14, Block 3=973.54 �
�'•SI � � � �°
/ = o
� ��4'� �``�'�" FLOOR ELEVATIONS � � � �
� Q �
V� �� ^ ^ � Proposed Asbuilt � � Z � �
V�� �T Garage Floor @ Front =972.7 =972,7 w � z a �
� � . 2se.s6 Garage Top of Block =973.1 =973.1 Q J m �,
House Top of Block =973.1 =973.1 V � a
Lowest Floor =965.1 =965.1 LL o 0
� m
/ � � -
�'� %` � ,� `�` V o
. i ` �
HARD COVER CALCULATIONS DRAWN BY
J;' � Lot =46,117 sq.ft. JCB/TAM
� 1 7!� � ��/, House/Garage =3,221 sq.ft. DATE
N '`�"`i�"' Porch = 190 sq.ft. 6/12/2020
;�;`�;` � _� Driveway =824 sq.ft. REVISIONS
(���f�; � Total Impervious =4,235 sq.ft. or 9.2%a of lot
�
����j�� t�ev�ev��d. :����� �
. ;
��� OCT 1 0 2011 SURVEYOR'S CERTIFICATE
EARTHWORK SUMMARY
Excavation: I hereby certify that this survey, plan or report was prepared by me or under
Common Ex. =582.5 c.y. my direct supervision and that I am a duly Licensed Land Surveyor under the
Footing Ex. =15.0 c.y.
Goroge Footing Over Ex. =12.7 c.y. 0 Denotes set spike laws of the State of Minnesota.That this survey does not purport to show all
Footing Wall Ex. =9.4 c.v. 0 Denotes set iron monument improvements,easements or encroachments,to the property except as
=619.6 c.y • Denotes found iron monument shown thereon.
-� Denotes proposed drainage CAD FILE
Fill: tc Denotes top of curb Signed this 12th day of June,2020 390819.dwg
Common Fill =180.4 c.y. X900.0 Denotes existing elevation
Driveway Hold-Down =15.3 c.y. SCALE IN FEET PROJECT N0.
=165.1 c.y. (930.0) Denotes proposed elevation
0 3o' 60' X[900.0] Denotes as-built elevation 390819
Excavation-Fill =454.5 c.y. LONG Ma us F. Hampton, M . . . 1 SHEET 1 OF 1
��L� ���� ��