HomeMy WebLinkAbout13337 AULDEN AVE - Original Survey PROPERTY DESCRIPTION �
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' Lot 2, Block 3, BELLA VISTA 5TH ADDITION, Dakota County, Minnesota � �
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V e 13337 Aulden Avenue, Rosemount, Minnesota � � � =
�o n �ENU _ _ � m 3
� 96 E o � � �- P�C� NOTES w o 3
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gg�5 1. Bearings are based on the recorded plat. � � �
lsss��? �18� R_ --20.0-_ ss�.a
�2) . . . . . . . . . . . . . . . J�$Q.�O JrIaTAt.L FOR� A-1 NtETi ER �OX 2. Building dimensions shown are for horizontal and vertical placement of w � �
0 0=7° ' I��a� n�Y �'�; Dp=:''`°'a�+�' structure only.See architectural plans for building and foundation � � Q �
o. . . . . . . . .^ . . . . . . . . . . . . . . 05 58» CO�1F.R Q`J�R C �' dimensions. � cn � m
,, . . . . . . . . . . . . . . . . . ... . . . . . .
/� �.:. . . . . .: ':. . . . . . . . . .:.:.b� . . . . . . .� 3. No specific soils investigation has been completed on this lot by lames z � o
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Y�N c�, 1 �. � � � o. (968.5 ,i, 'czr,�afl�Z'i6.liYd �1'E��V11923 ��9t'�'���1 NF<� R. Hill, Inc.the suitabili of soils to su � ¢ �
��;L'�ti �� Y ty pport the specific house proposed �
��/o� _ . . o � �, .�:.:. . . .:. . .�-. . . . . (968.1) C��y������ (��d�����$ is not the responsibility of lames R. Hill, Inc. or the surveyor. � o
� �� .5 N P � 0 4. No specific title search for existence or non-existence of recorded or � N
ROP
�2 0 �°'� pR���ED :.:� __ __ __ _ __ _ _ - - - - - - - - -� un-recorded easements has been conducted by the surveyor as a part �
4?a W °5 g�� � A Y N i ,.� of this survey.Only easements per the recorded plat are shown.
m��; o �o,s � N 9•s x 5 i EROSIO�a Ci��'-T��� ' S. Proposed grades shown were taken from the grading&/or
X � PpRC - �970. ai �. . . W i C '"' P P P p Y
� /N H o o 0) � Yy�p � M��S-� F�- 1 ,_(--A�� develo ment lan re ared b Westwood Professional Services, Inc.
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� ^ 12.50\0 0 ��•50 0 20.pp _rn ' �a `� , � .� ' 6. Grading plan date/revision date: 11/10/17.
� �. _i� o N o0 8.58 �cn� 970.3 � t"_ ' `i�((.€v �
�„�O \�'6.�� °j N ,o.00 - =o� , BEF�R _ . � ��e , 7. Sanitary service invert elevation per City engineering
NI�.� •7 � j PORCH i • �.;, ^ ' department=953.96.
PASS 11v�, �:�TIOiV �
pA N . � W a�, � � 8. P l a n N o. E H 0 5 E 4-W A S H B U R N
I', � ^T � �� �' / GARAGE o o�i m�w � - - - - - - - - - �
�_u � .. 2 0 � -- -- - - - - - - - - BENCHMARK w o
cv I. . i 1 S � F=-
/ �r N Q i, ,�. P I L E T o n u t o f h d r a n t l o c a t e d a t L o t 6 B l o c k 2=9 6 8.0 2 0
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L ` � I "'��.-`•:�I T V � Q �
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PROP p S E D 9 6 6.1 X o F L O O R E L E V A T I O N S �' _
�5 / ��OKO�T� o � tn EXISTING Proposed � z � �
� i o Q � �
� � p� HOUSE Garage Floor @ Front =9703 w � z a =
12•06 N � � (LOOKOUT)� Garage Top of Block =970•7 Q J m �
I. . .
964.2 � X 9 6 5.p 4 4.p p � � � H o u s e T o p o f B l o c k =9 7 0.7 U U ro
(964.2 . . . . �965•4) � f . . . \ SCALE IN FEET Lowest Floor =962.7 � o
w Top of Block � m
5�.I 964.8X � � - 1 11.7�. . 0 20' 40' -
�t at Lookout Window =965.9 w �.,
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... .I � - - � �' •-
f;:� o � 65.6 HARD COVER CALCULATIONS DRAWN BY
0 P E R�R F BL D G p A� .� O � Denotes set spike Lo t =1 1,7 5 1 sq.ft. ��B
O . . . .I ADI Z O Denotes set iron monument
� NG p�N � : � /1 T � � Denotes foun d iron monumen t H o u s e/G a r a g e =2,4 4 6 s q.ft. D A T E
� : ::1 � � v � � - Denotes proposed drainage Porch = 157 sq.ft. 10/9/2019
� nT � X963.3 Drivewa = 1,023 s ft.
L_V I `t 3 � tc Denotes top of curb y q' � R E V I S I O N S
� _ X900.0 Denotes existing elevation Total Impervious =3,626 sq.ft. or 0.9 9'o f lot
� �.�. .� X963.4 I (930.0) Denotes proposed elevation
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o : :I LOT 2 �::: : ,
O I EARTHWORK SUMIIARY SURVEYOR S CERTIFICATE
� � 5, Excavation: I hereby certify that this survey, plan or report was prepared by me or under
: 5 962.8X 962.7X � � Common Ex. =236.9 c.y. my direct supervision and that I am a duly Licensed Land Surveyor under the
� Footing Ex. =13.4 c.y.
� L laws of the State of Minnesota.That this survey does not purport to show all
Garage Footing Over Ex. =12.0 c.y.
.�.�. . . . . "T' ^'�" Footing Wall Ex =10.8 c.y. improvements, easements or encroachments,to the property except as
�961.6 .. . � � DRAINAGE & UTILJTY . . . .�. . . . . � =273.1 c. shown thereon.
) . . . . . o. . . . . . . Y
962.2 . . . . . . . . . . . . . . . . . . . . . .EASEMENT PER PLAT.:. . .:.:.:. . �, . . , . . , .• (9621)
962.1 CAD FILE
� � _ Fill: Signed this 9th day of October, 2019 391031.dwg
S89'22'03"E 77.05 Common �n =z5o.� �.y.
Drivewa,y Hold-Dawn =18.9 c.v. PROJECT N0.
=231.8 c.y. 391031
Excavation-Fill =41.3 c.y. LONG Ma us F. Hampton, M . . . 1 SHEET 1 OF 1