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<br /> ` �( ��� � EXHIBIT �
<br /> �" �" EXISTING AND PROPOSED ELEVATIONS / �267� 4, ��" --
<br /> NGARAGE FLOOR=942.3 �0�27 5 Fo}�n�4
<br /> TOP OF FOUNDATION =942.5 �30 �
<br /> LOWEST FLOOR=935.0 ' i' . L� o _
<br /> T
<br /> NOTE EXISTING FOUNDATION TO REMAIN �`. �5�� ;=' �� /� o� ( �
<br /> VERIFY AND USE EXISTING ELEVATIONS i n^Pa°E <. / �r Jv�j��
<br /> PROPOSED TO FIT EXISTING FOOTPRIN� li , P`p i ,-���o � I,� , ��� /I� l�� ��o M� '
<br /> 0 30 60 90 MN -'/ . '' � 'I ���/ ' � � i1�L `°��
<br /> BENCHMARK 5PN ''� � � -/ / � z,
<br /> TOP SAN MH O � � ' ' � �� '�' / / J' ro��,:�
<br /> SCALE IN FEET ELEV = 939.9 �P�.-'�,' � , _�,4..PoE % � � ��wo
<br /> ; ; , ,� �� ,�� / / � � �
<br /> � /��� �Q�
<br /> �,991' = EXISTING SPOT ELEVATION. no /�S_F�P�� > :•'�i,�� 1��, /'" ;Pr�%�,,= � / / �'���
<br /> X 998.0 = PROPOSED SPOT ELEVATION �r/Or/` �'°�� 2a� y,�^`O / (r��'� , ,0,6'•N / �� / �; �S��PSH ",.O�E/' � � ozc�
<br /> � � 1\ g4�6 4 Sp�yC � '.' Ol SN� �''/JQF'SS'' /� � I � / / (CI �d'W ln
<br /> � ' = DIRECTION SURFACE DRAINAGE � ac /'$'SPRj �5%� � � ���5 ' uP( w �� � �Q�
<br /> �` a,s4 � � xg3g / . :�Zp° ,1� +Q�� � ,/ � / �/ [OW
<br /> oO�� 1 C X9� j� /• �'�/� � � � <L' I
<br /> 51 � �8 6,�5pR� ���' �� , � PSH' I /� �J� / � _
<br /> � O C1 4�� P � I If 1 /% � '/� 2'�X93�Za� �/ f � � �
<br /> P 6„5 O I `� . ' /, ' � � ' �. �� � / h.
<br /> g " / i i Q
<br /> a
<br /> g4, ,��/ �/9}q6/r �QPSH �'l/ / 1�
<br /> q4,4 �9"MP� I �,Y� � '� ' /gf.//� / /� O �lJ
<br /> y,g40� O/T I�L I :�'� I ::� g19�/ / � / //� �' � �
<br /> � ok.�F � r. ,�I� �j" �, � ,:,t7' �, ' � � � ��� � �1 W
<br /> � a _ - = / ' � 4 '' � � / /' (�
<br /> � ,� \ � �8 / oi ��/ .� .'Xg}3� 4.�SPP, �"�i/ �i � `i) Q �
<br /> � �,j5,`GM� 9 -. _ .. ' � oFi /uu�4/;" I � �i v g29BX/ / \ �
<br /> ,-u�. 1 "� 50 �s" X9"'6 %X �'�� I � —�— � ' �� I � �
<br /> / P�{, i�i `c� �•�. �-/�l�'r�� �/l�' y� ��a�-'� _ �' 929�,�/ �x9 6//� �� � ^ � _. .
<br /> I o�E��o ' "� � i a �,�FaS �' �� ;I , � I� � �,{_� � �f��� DESCRIPTION: Q � Q \ .
<br /> � 1 �
<br /> po�+ % � ' � �5E SE- 5• % , , �'� , ` ' e.
<br /> Ea �� � # � � � r ;�, ^�rART OF LOTS 5,6,7,8,13,15,16,19,20,21,22,23 \ m Z
<br /> '�n_�,\�eA�✓ a "'�� N p�'`�� �� 9°" ' , � ,a°P�'' / �/ / AND 24, OTTOVIILE ON LAKE MINNETONKA �
<br /> Fo: �1,6�c 2"'/xj5o OSj- t'' � 9'8+: � �J , �op 2"�' �'S„P�'/ � HENNEPIN COUNTY, MN. m � � U
<br /> �s � �' j > Ps / /
<br /> � � ' �y�� E�-E s �,. � _�.y oo c� � 1� 'ti'�� ;/ 9�g5y;�� ��/ / LOT AREA TO ONW= 41220 SF/ 0.94 AC � �
<br /> �,a f %��F y, �h,�o °� g39��. , � �1-'X9334 �ti.-'=' � 03�s"/j/ LOT AREA<75 SETBACK = 1 1430SF/0.26 AC ���
<br /> Q . � �; on,c - 4 o�.K.�'� % �-� ; ,�`w( o, ;i X 25% = 2857 SF ALLOWABLE HC
<br /> �� ',�J, o � �° �\' • I � Zp�' , � o
<br /> � � �j,p��/ \935 4B ��\���y�' � `��s O�-j/� � EXISTING HARDCOVER PROPOSED HARDCOVER "'
<br /> \ ' o. � � �0,5.� � `'Vc -�\ � ,,•'� �, i i 0-75 0-75 n �`
<br /> � '� ��,,,�'I _-- "� '� rn� / � �� .� � HOUSE = 570 SF HOUSE = 550 SF �g�"
<br /> � �� o}��Pu�� �\, 33 MP`— __�'A9S�q�� � �4_:� � - � .' �� DECK = 395 SF DECK = 395 SF 3���
<br /> � v�� =" � `\1 �; ,6,. ' 2aa PATIO = 185 SF PATIO = 'f8�5sFIQS `�•f• � � >'�� �
<br /> \ I�-- a� �-,. , �� � - _ m a � � _
<br /> � � � ��'ryC�`x ;s u,`� StoN�'S��p�16�� ' Rp yQ 9`Z9�^ 20��°����%9 <OSAL = 1 150 SF <0 5AL - 'T��39� SF o �a�� ` ,;;
<br /> � � � � y q�52. y,g3�4 �• J� �^� HOUSE -1538 SF HOUSE =1530 SF � ��Y� h
<br /> \ / �� � � ` ' � E��" oRE��N STEP = 40 SF STEP = 40 SF N ,� � _.
<br /> r;='O / �' �� _ �Nd� sN �,(A WALK = 120 SF WALK = 120 SF `� �g � ��
<br /> \ ` , �P � �� - ----- = 600 SF DRNE = 600 SF � � �, � =w � �
<br /> � F I��� �i y , �:, �� TOTAL = 298 SF (20.0�) TOTAL = 2290 SF (20.0�) � ,.� G m���
<br /> � �� � �A K E � ���'" ���`-��� TOTAL = 3448 SF 30.0� TOTAL = �9.SF 2J-9�% a � p _m�� �
<br /> � '�`:� `���drx�. ( ) ( )
<br /> p�M � �i��� �'i,.'r�+.f'� '��°1r`;�ll�`�� , ' 0
<br /> � � 1�-GI't���D ��c��"���i'v�.�New RtS d� t�.�7tt sf7r1
<br /> � r ❑ �`�)tJi;��4�'�..;� ��"':.'+•I C"� i1;_+�I�v�����f�..NO �OnJ
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<br /> D�TL 6-?��°Y
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