HomeMy WebLinkAbout13407 AVILA AVE PROPERTY DESCRIPTION . '
Lot 8, Block 2, BELLA VISTA 5TH ADDITION, Dakota County, Minnesota � � �
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oi oi . , „ 13407 Avila Avenue, Rosemount, Minnesota � � -> �
� � N89 42 26 E 128.99 r '� � � �
°% °' 958.9 [960.1] 960.4 96 .6 968.3] [968.0 �967.3 � T � �
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�n [961.3] f- (968.4) ,n_y�967 4� � u NOTES i w o
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,� ^ ^ - - - - -�- - - - 30 1. Bearings are based on the recorded plat. � � � �
a � �� �
2. Buildin dimensions shown are for horizontal and vertical placement of z � �
�' [970.1] [970.5] g
� � � x `� structure only.See architectural plans for building and foundation � � � �
� 57.00 I 1� � I dimensions, v� � m
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O >-J 20 47'2 �-_ M 3. No specific soils investigation has been com pleted on this lot b y J a m e s � z � o
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_�a /� � -2 5'� O� � R. Hill, Inc.the suitability of soils to support the specific house proposed � z w �
� �= I ^ 12.50/ � ¢ �
� �W co o i o\' � 7 is not the responsibility of James R. Hill, Inc.or the surveyor. � �
�a I � � � o �G`A v � L 4. No speci fic ti t le searc h for existence or non-existence of recorded or � a'
�,^� w Z � � � �x °: o z w � � Q� v w un-recor d e d e a s e m e n t s h a s b e e n c o n du c te d by t he surveyor as a part �
�� Z� �X I � x a� � �o Y 12.50 � � �. � \ of this survey. Only easements per the recorded plat are shown.
�rn Q�w � � rn o Y � w= 3 / o ^ } I � � � � � I 5. Proposed grades shown were taken from the grading&/or
N o ia ^ � o •.• � o 00 3 0 0 � o vu, Q deve lopment plan prepared by Westwood Professional Services, Inc.
� JJ N Q a� o o N 6. Grading plan date/revision date: 11/10/17.
W p �x � I �a.o � N °; � I N�` � ��\ 7. Sanitary service invert elevation per City engineering
z N I � 2.00 � O Q department=957.58.
`� / 8.4%� .
J f- cv o I -� Z � 8. Plan No.CLEARWATER EI EN04 C3
Z� ,-, 20 bw[962.2] � 34.00 0 /a
�� Q1 0 �O tw 963.0 "bw[962.75] o o.
�� � �x I � x � �tW[ss5.z7 [s�o.s] �' zi•oo � � BENCHMARK w o
z
�a _' °�' `', �°�' - [964 7] - 0 971�� � Q Top nut of hydrant located at Lots 9 and 10, Block 2=970.83 � o
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� - -'� - - - - ''� - - - o � Q �
CB[959.5) �n [964.1] � � (sss.2) � � (sss.2) � FLOOR ELEVATIONS � � �
a� (959.8) [9 .3] 961.4 `-' � � � ��
[9 .2] [969.0][ 9.2] [9 8.9][96g,7] Proposed Asbuilt O Q cn �
�' � N89'42'26"E 129.83 Garage Floor @ Front =970.8 =971.1 w � z ' �
v rn I /1 T � ¢ c
� �_v � v ^ Garage Top of Block =971.1 =971.1 ~ w w �
30 House Top of Block =971.1 =971.1 ¢ J m ;d
� � U o Lowest Floor =963.1 =963.1 � � ro
� c�w � � � o0
�� p o � � m
�O o I W cO
W= o V �
I � � /// I HARD COVER CALCULATIONS SETBACKS DRAWN BY
�� /�` � ,l ' Lot =9,706 sq.ft. Front - 25� JCB/NDG
`�oa � '��� House/Garage =2,573 sq.ft. Side (Garage) =7.5' DATE
� --(�Q�r� � � � Porch =67 sq,ft. (House) =7.5' 3/27/2020
/�C� Driveway =740 sq.ft. (Street) =25' REVISIONS
A.�duitt R�r�iev��a: � Total Impervious =3,380 sq.ft. or Rear =30'
p (� 34.8%of lot '
• IG��c3_'�-� B. 1 i2 :F nd ti n As ilt
.
EARTHWORK SUMMARY SURVEYOR'S CERTIFICATE
Excavation:
Common Ex. -2�7,5 �,y, I hereby certify that this survey, plan or report was prepared by me or under
Footing Ex. -12.p c,y, my direct supervision and that I am a duly Licensed Land Surveyor under the
Garage Footing Over Ex. =10.0 c.y. � Denotes set spike laws of the State of Minnesota.That this survey does not purport to show all
Footina Wall Ex. =6.8 c.v. O Denotes set iron monument improvements, easements or encroachments,to the property except as
=246.3 c.y • Denotes found iron monument
shown thereon.
Denotes CAD FILE
Fill: -i proposed drainage
Common Fill =253.5 c.y. tc Denotes top of curb 5igned this 27th day of March,2020 400256.dwg
Drivewav Hold-Down =13.7 c.y. SCALE IN FEET X900.0 Denotes existing elevation
=239.8 c.y. 0 20' 40' (930.0) Denotes proposed elevation PROJECT N0.
X[900.0] Denotes as-built elevation 400256
Excavation-Fill =6.5 c.y. LONG Ma us F. Hampton, M . . . 1
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