HomeMy WebLinkAbout13074 AULDEN AVE - Original Survey . .
� ,. �,,; :�-,��,�j,�iz;��� PROPERTY DESCRIPTION
� � (�' a0 // Lot 6, Block 2, BELLA VISTA 4TH ADDITION, Dakota County, Minnesota �
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�Q o PROPERTY ADDRESS C � N N
I o � ...� W o 3 13074 Aulden Avenue, Rosemount, Minnesota =� � �
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� o `�o xsst.3 `` `" NOTES •� � � ^
°i � `�°o�Oi BEN � \ � �
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� � � �� �(960.g rOP pFMAR 1. Bearings are based on the recorded plat. � � gn �
c,� . 2.00. .� � E�V,=gspP�KE 953.4 1 ^T ^ 2. Building dimensions shown are for horizontal and vertical placement of � � &M *
I � � .- . . �� ..`n ,o � �. . .. . 35 N80°51 '28» �-L/ 1 `� structure only.See architectural plans for building and foundation a ��
'�� �� � v? 0. ^ dimensions. zZ
Z :::�,o::::�� X. .�. . . oo.........:. . . . .. .. W 13p, $ � � �
� s.o � . . .. .0 00 o d- 8 3. No specific soils investigation has been completed on this lot by James � \ ��
W .. . . . N � o � .�. ."� 954.g . v�� R. Hill, Inc.the suitability of soils to support the specific house proposed N r'��
� • . . • • • •• m o u? 44.00 ^ . . .. .�,�. 953.0 �°�..� t� ..
� . _ .� o, ^ 2 �v � ) � � � ��� is not the responsibility of James R. Hill, Inc. or the surveyor. � �5
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►"��- . .� • • 20 � 4 X954.2 � �. . . .. . . . . .. . . 4. No specific title search for existence or non-existence of recorded or � '� Q� �
� �� ..:_�.� i a �o X952•� un-recorded easements has been conducted by the surveyor as a part � � Nsm � '
°° of this survey. Only easements per the recorded plat are shown.
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� �^ I 96�,�X o.00 � �� j :�� .: � 5. Proposed grades shown were taken from the grading&/or
Z � . ,� o� o development plan prepared by Westwood Professional Services, Inc.
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z .:.:.:.:. . "/ �o=Q ^ � �.�.:.:.:.�.�. � 6. Grading plan date/revision date: 05/27/16.
� ca � � �:' a 3 o ap � 0 7. Sanitary service invert elevation per City engineering
Q � o o_ ._ . � w�-.� 2�p� d: � Q Q y.�- � department=949.0.
a� o ' a'Qr° � aJ ....�Q. . ,
J � �8.39;' ao�� o � °; �a J a.:.; � 8. Plan No. 4014-WASHBURN 'E4
� � .. .�.�.�. Q O�'cV Q m 2 ����W � 7
.�. . .�.�� /� � � L O .��. � BENCHMARK �o
� Q 2,00/ 23.5p �� � 6 �:.Q W. . I'� Top nut of hydrant located at Lots 4 and 5, Block 1 -962.36 Q �
4.3 8 30 � j o/////o X954.4 � �a Q� : a� � ��
R=1 7 0.�0� . :.:�.�. . � o� / � I � X 9 5 3.4 �..o W .: o F L O O R E L E V A T I O N S � � J c
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_ p > » o �� � �. X 4.50/ � .•. .�. . � � Proposed O � w o
0-1 28 38 � '�---- ,,, 961.5- , �59.5 � i . . . . . . . � Garage Floor @ Front =9G2.� . o
„ � � �y mc�
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I . .. . .21.95�.�.�.�n. o;. . ..�. . . . . . . . . . � � . . Z _ � N..
�, � Garage Top of Block -963.3 0
M -� . . .. . . `��.. . . . . . . . �.
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. . .. . . ..
"" o ENC 50. �.°p..�..".�. .�. . . .. �.� .�.�.�.�.�.�.�. House Top of Block =963.3 � o 0
. . . . . .. _
� .: H MAR . . . .. . . . . . . .. ..^t-. .� � mo
�I I �o; � TOP pF SPIKE . . .. .. .. . . . 5 . . . . .�. .. . ���.�.� Lowest Floor =955.3 . -
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.� A .. , , `. EIEV.=g61.51 Ng2o20,10,� (9sa.8). . . .. . . . . .. .. ....�.�.�.�.�.�. . .. .:.:--- -'_._ . : :.:. ._.: . :.:. `°�
. . . . . .
, . . W 147.g2 . . . . .
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; R�SION C�NTROL ' ;
i H � ���d� � �O C f� �'v T ' �� HARD COVER CALCULATI ONS DRAWN BY
� UST F3E I�! PLACE �
� �� /� � °%°' Lot = 10,493 sq.ft. JCB
4 E3EFORE FOOTINGS '� � "�...
� � 1T
i i �'1 � �t�� ��� � . � ���,,, House/Garage = 2,446 sq.ft. DAIE
' PASS INSPEC�'IUN ; � � � �- � E����f`� � s � � Porch = 157sq.ft.
y .t Driveway =880 sq.ft. 3 29 2018
°- - - - - - - - - - - - - - - - - � . � � "�� ��� �� p q REVISIONS
Total Im ervious = 3,483 s ft 33.2° of lot
�10 SPOI L PILE� INSTALL F�ffD A-I METER B4�
: �.,�..� ,-,- ,.,,s-- .a���` `��r ��`��EP� O�TE� C'U��� BOX IIZI DRi�TF���r_�-
EARTHWORK SUMMARY � �'�:��-��ll������� D�'��►�v���'' � '= SURVEYOR'S CERTIFICATE
Excovotion: . ... . - - I hereby certify that this survey,plan or report was prepared by me or under
Common Ex. =210.4 c.y. my direct supervision and that I am a duly Licensed Land Surveyor under the
Footing Ex. =13.2 c.y.
Garage Footing Over Ex. =14.3 c.y. � Denotes set spike laws of the State of Minnesota.That this survey does not purport to show all
Footinq Wall Ex. =10.9 c,x, � Denotes set iron monument improvements,easements or encroachments,to the property except as
=248.8 c.y � Denotes found iron monument shown thereon.
SCALE IN FEET � Denotes proposed drainage
Fill: CAD FlLE
0 20 40 tc Denotes top of curb Signed this 9th day of April, 2018
Common Fill =218.8 c.y. Civil 3D\370205
Driveway Hold-Down =16.3 c.v. X900.0 Denotes existing elevation
=202.5 c.y. (930.0) Denotes proposed elevation PRO.JECT NO.
1 inch = 20 feet 370205
Exacvation-Fill =46.3 c.y. LONG Ma us F. Hampton, M . . . 1
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