~ �5� � �■958.2/ NOTES
<br /> % 9 ■960.8
<br /> �C^ / OU D IRO�1 PIPE I.l This survev does not �ur�ort to show anv underaround utilities.
<br /> �h�/ �LS I�J839 959.1
<br /> \ 956.�\ 956.2 ■ �.4 �� �- �-�-- i!!��
<br /> ` / �959.1 9 x9.6 lJ � �)L��v 'I�jLJ z 53.4
<br /> W � 56_9 3 TR � x 958.8 / � � � �'� � � � pflOf t0
<br /> ,..I + i�
<br /> W �J RA SFOR ER c7 ` �� ��l/ � � �ii' 1�/�,�,'1"/�� , /'
<br /> � 95`�7 ���8��ii ` ■�7� / / / 949.0 �c� ��V"l C�v � "c'�
<br /> � '' u� '3"TR � �.�
<br /> � `� � l0 ` .2 '� � \ ' "�2.� � � � t title
<br /> � � � •9��� 1 / - �, n a y
<br /> � , �y �����j�Q�, .
<br /> 957.6Q �N ' J �7.6 SRMENT pN�E�T1'��' � �.'TR I I � /94�5 / "�46.1 '�� (/" �J " `� ` fdtlC@
<br /> � � � --�� �IVO EKSIDE i1�.4 ' - �
<br /> � _ 95� 959:5 / ^ ' �' TR TR �.7 9 4 9 � --- FOUN IRON PE
<br /> 95 . 3"T n��0� �5' R � 49.1 `` PI� 1725 / � �, � �!lC� G���::' �
<br /> �'\ / ■961.3 N� � • � I T�4� `� / ■942.8 �� �
<br /> � 960.9� �� °5" +?�, n
<br /> �� ��'� 958. \ I '��� 95�F.� �91t R ' 2"T� \Ji 6.2 / '�' ! � ��rtSf��G� � •
<br /> , 961 ��9 1 9 3.�fl. / , / /j�T
<br /> � a � � ��} I. r STONE ( �:� � . �. � {��l J ��P�n
<br /> �O� i� a OVERHANG� h?o> 36,Z WALLS �':� ' L_v l �" T L�
<br /> h� 958.8 Z�.,� % M GAS � 9�4&7► 947.8 ^� � rp• / ,� �
<br /> p�O �� c� 0. 962.0 METER 'h � ,� /, � I\ )x942.9 / i +,
<br /> ��O ; �_ _ _ � x 960 ?.p ELECTRIC �?s �i �•4 ^ �? ;/ S /
<br /> � O�0�! CONC 9 .4 1 9 x.9 O METER "i � '' � \ s o / /G �,e'"`�
<br /> 0 0 z� cuRe x 34.7 �_ � � seo.o is,i �a�.� 1 // , 8d Ry Z, ��r;�� ?'
<br /> � � �_-- _=-=_-- / � ^ X 946. "�`te'a ��a r., C.�G,°
<br /> O a 60.4 - 960 � 36 959.9 /O. I / \ )i �.-94�
<br /> �hfn�i �o --�3i.a/ I
<br /> �� � � V ��`_�V J � 1 X 947.8 / �\,ti�R g :. °17yTR 93�3.0
<br /> � �� � �� 96�2 x 961 4 COLUMN 959�� EXIST�NG `, I 943.0 "T �B°TR EXISTING HOUSE ELEVATIONS
<br /> V 960.0 SA ITARY (TYPICAL) 960.5 HDUSE s� / I I � \ ���9398 Main level = 960.49
<br /> � Q � _____x______ ` 1 CLE�ANOUT VERHA�UG � � I 9 0'.8
<br /> `�� � 960.1 J959.8 � �_� � I I'TR
<br /> 61.[ 9so.i STEPS = h � / / � � / �� ' Garage floor = 959.91
<br /> (j � sso.s /p 959.4 �� '� � / \ � � Lowest level = 948.55
<br /> COM UNICATIO DECORATIVE Qo 6j I
<br /> �� BRICK I I / g� I Top of Foundation = 959.79
<br /> FOUND IRON PIP bo•e`I BOX 960.8 DRIVEWAY 959 � o �J x �5� / / / ■9 �R \ I��7��TR
<br /> 961. J n� / � �
<br /> PLS 19839 961.4x �, � � ys9Z � °' ti 1 I L_U / `t/ xg42,g 'J � \ HARDCOVER AREA CALCULATIONS
<br /> �961.4 961.2 96 .I � 958.9 � 9 3�� / 948.1/ / / � .341 R '913TR/ \ :I937 7
<br /> HYDRANT / ` � � � � 95g 8 1 0 3 I r �
<br /> I9f�3.6■ � ■961.8 \ 56.6 59. 96p.4 -I�'
<br /> / / xs�e�� 1 \ House = 3,307 sq. ft.
<br /> �/� 962. / 2 TR \ ECORATIVE g58.7 / 9 � � �
<br /> - - 961�'Y ,2"PR�I 3�, , BRICK �6p. � / / / � 9 5 � 9�.3 � _ `�• Drivewa _ I 898 s ft.
<br /> �f 'vs �� " (-`�`-� 95 '4 I o w� v� � STON �VA S ! / �4"TR�� �3 T8� 3312°T `Z POtlO y - �654 s9 ft.
<br /> f'y � � 95Y f�, R 958.9� � �Q o � / �-v j� �,( ,g5 � q'
<br /> � I� `��' e z. �' 'J- 5 coi a � � �as.� / � �-,s-f � 'vf°TR aS' �C ' ,% Walis = 177 sq. ft.
<br /> `� � 5�� � � ��+ I / \ � 938.3
<br /> x 963.4 � �i/�� � •T r� � 947.8 �4� ^ � x // � �Q� _
<br /> 964.6 �Y - �� y9 � DRAII� 9 0 / 13'TR � 39.4 ` �1' ' C�.
<br /> �`ET ON PI� � �-'"� .s � 94 .B �-.� 5 Q Total Hardcover 6 036 s ft.
<br /> 9J�5.6 4'TR y4�4x r ' 13'7 / �`,I p�'��' x 93�.8 Total Lot Area = 34,717 sq. ft.
<br /> PL$ 4490 _ �
<br /> � � ' '- �' � �.o �' 1 / � / -Z !'�v 939.5 � � � \� r p����' % of Hardcover = 17.39�
<br /> �j / ` / / �� �-947.6�9 . �942.,5/ l " '3'TR �, / � ��5 � 9 X7.�OJ Q�5
<br /> 963.4 // 9 / ��„ •�-� / /�3���TR RECEIVED
<br /> DESCRIPTION OF PROPERTY SURVEYED �^ � �� � � ��t s'TR / �`�n � � 9 .4� F�I
<br /> (Per Certificate of Title No. I 306844) // V / �� / r � U/�\ U l V / 'S '---' � /
<br /> /g 6.7� ��5 .2 / �944,A� x g.�'4 / x 940.8 x 939.6 // i fX 938.0 JAN 1 4 2 0��
<br /> Lot 4, Block I, Creekside in Orono /� �j � �evc �DRAI�GE AND�1 TILITY E EMENT ��
<br /> / / / � PER CRE KSIDE IN ONO O CITY OF ORONO
<br /> Together with an easement for driveway purposes 9529� � //� 9 � / / � x939.6 / 19`' Revision By Dote
<br /> over Tract G, Registered Land Survey No. 352, as � � � i �94��•4 s:e•35� MLS
<br /> contained in deed Doc. No. 432783. �- i �� ��o � 2 21 TR �� �
<br /> �
<br /> m� 4� �,,(,N \ ,240 7 ��e. ` (��� Drowing Tit/e:
<br /> Hennepin County, Minnesota i��R / �'�� / // � �� x937 i X937.3 , _._ . AS-BL//LT
<br /> 944.8 / / "9 4 3E.7 S � GO '� �^ ��`� ' �
<br /> /� � � �,�� ■937.3 � � : v ,� SURI/EYFOR.•
<br /> I hereby certify that this survey, plan, or report was /�q42.5 \ z939B� �__-�oQ�`� � � � ` l ! � � DEANJOHNSON
<br /> prepared by me or under my direct supervision and � � / � � �
<br /> that I am a duly Licensed Land Surveyor under the / f-' � ,%�� ��'6 0 (�>0 CREEKR/OGEPASS)
<br /> laws of the State of Minnesota. 9�� �s"�R• .2 /�s . • �`/ '�
<br /> ` �Q I� Main Office:
<br /> L �UNDE 9001 East Bloomington Freeway (35W)• Suite I IS
<br /> s ���y
<br /> Dated this 9th day of August, 2010. '� '�j � � e�oominqton, Minnesota 55420-3435
<br /> 939.2■� ., � x g36.7 � 952-881-2455 (Fax: 952-888-9526)
<br /> SUNDE LAN SURVEYING, LLC. FOUND IRON PIPE � ��D�� - I.A1VD SURVLYIIVG North Office:
<br /> PLS 19839 I www.aunde.COm Brooklyn Park. Minn. 763-784-9346
<br /> ��- iw
<br /> B Q Project:2009-1/5 Bk/Pg:829/l3 Dote:
<br /> y� ----- - - ---------- ■938.2 V 08�09�20/0
<br /> Arlee J. Carlson, .L. . Minn. Lic. No. 44900 N Township:ll7 Ronge.•23 Section:03
<br /> /
<br /> File.•2009//5004.dwg Sheet.• 1 of 1
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