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�XIIIBIT g �p�-�--
<br /> EXISTING AND PROPOSED ELEVATIONS / / , �Z�5q' 00 ;---- �
<br /> � GARAGE FLOOR=942.3 �o��°
<br /> T O P O F F O U N D A T I O N =9 4 2.5 L�1 3 `�o
<br /> LOWEST FLOOR=935.0 , �C i� -�v � - -
<br /> NOTE EXISTING FOUNDATION TO REMAIN %�, � � " `' - ° �
<br /> AND USE EXISTING ELEVATIONS i � p;l�"p� � ��� ��� J����
<br /> VERIF Y �
<br /> PROPOSED TO FIT EXISTING FOOTPRINT r , Po� ''i� o ' �/� � �i-.' v�u�
<br /> � �' i � ��i�,.� � � �� ' ro o`h
<br /> p 30 — 60 90 B ENCHMARK sPN MN �� � �/
<br /> - - �'\ :�,/ :�, i �i � �" �/ I :, ��•-
<br /> -s---��� TOP 5AN MH O :��:�' �� i ,;�Pv+� � / � / v o
<br /> SCALE IN FEET ELEV = 939.9 } • ; - o/ ,, ��i
<br /> � : �`� - ,� , �j-�� / 1 �v
<br /> O I QPO ," ,; , ' ! , /:- 1'
<br /> yyv�" = EX1571NG SPOT ELEVATION. A � S� � r ` 1 '�P•��s�� /� �r`%`'/'� � ' / / I ��a/�
<br /> cF-�' Ct p / ,I� y�6..�� � % � h� 4"��/ � a Z N
<br /> X(99E3A) = pROPOSED SPOT ELEVATION Ro� 6 �,O �� ���qo�' �i`il' ,�:, � p�t,� � � t� I / / I `'/ �y<FW�
<br /> � � I I �t'�Q�
<br /> 9q0- ! n C I OnSN �_•%.�`�� �� / �I / tD W
<br /> y = DiR[CTION SURFACE DRAINAGE h� ` 4,.9pR� �/ �v e� �'' ��: � ��y 20'"�� „o�'f'��' � �� �
<br /> 1 x b `-" ,' '� u �' � <'-�
<br /> � ' �
<br /> ��O�, 6'��C ���/ , PSN•' / � /.-. / �..�` V
<br /> 510 �y c p ;i iC�i' ',y:. •� ' '�"O�9a'i* ' �, � �,�? � ti.� � � Z
<br /> 6"`' O I � /_:� � /
<br /> ^ � / -/9.�6f 1Z.p5M O 1..
<br /> 1�A� 94� �/�"" �!
<br /> V 1 `1 "Mp� PR I '', ' /� ° '',/ '�/ � I ,�� �
<br /> y,Q�r ,(, /L �/' , ' I -�, 91y�1 � // L r � �
<br /> -f9ao? � �Ri�F r.�,••- I `/�� �r -'�j :' � � �,r�' I ,'� �J �Y! �
<br /> 1 ` • ' (�
<br /> �l • ��I ,•',`��✓ .•�y53� � ''��SPPL �/ I /��� �/ �/ �) O Q
<br /> .IG�yf 9a�8 �..�' i � o�C% `o` � ' ' Q %• " 929n / �/
<br /> ' � ,:'\� _,. '� _x9+\6/ X/u:`�;'�� I � l/ I�7 /� // � � � � _. '
<br /> �� ,.ij�� C � �5yq�-� //r� / y, '7M.'�. j� 9Z99*/�K9�j�6/� /� � \ .
<br /> J �5'P�E .' ���t-�.CSFE"�j �c� /� // , '� u,• � _ ` _ �j/ % � �� J � - �--
<br /> DESCRIPTION: O � Q �
<br /> ��04� v �' ;'�i-�_� `���' �h � ` i� %�� . ��� �e��ART OF LOTS 5,6,7,8,13,15,16,19,20.21,22,23 �
<br /> �����R"� ,dF�`R`\I�j4q•!✓ g �, a.n �OUSNVS��S�/; 9��;: ' `yrSN ' i/��AND 24, OTTOVILLE ON LAKE MINNETONKA � � m �
<br /> y i �., 7.". �S�C��SF.O .� esa�j �:� JI,` � �o..P:�� r.�+�/ / HENNEPIN COUNTY, MN. � C�
<br /> � � � � IS O/� I � J +, �i5.,. / / � � � �
<br /> `0 � 6 � / G� �P :` �,.'� i °c� � LOT AREA TO OHW= 41220 SF/ 0.94 AC
<br /> - �• �,�E P��o �i ,
<br /> � � ��,`���F�,9355°0 0�-"� q3q��/•� ' '�I'•',�g5�� 9j2��� �v+� � �/ LOT AREA<75 SETBACK = 1 1430SF/0.26 AC ���
<br /> ti;-' ,3" / ���
<br /> � ' �� i� � �F Y `, ` y'• � .�. ��� X 25� = 2857 5F AL�OWABLE HC
<br /> 1� oNc .r�C,�4'oN�:'�/:-=�'`-v� ' 2o"�`W °y �j �
<br /> =� ���J� � 9�g0 �nP��� ;• �,, ��,r U/�/� � EXISTING HARDCOVER PROPOSED HARDCOVER �
<br /> i � �Q�� � � ` ` ,e ���.\ � � �:'�� �/�� / 0-75 0-75 ����
<br /> \ � .o p���$ �o�s" _:\ �;% a,� � ` , �� . �� HOUSE = 570 SF FIOUSE = 550 SF ;�q�
<br /> � �� p,��e�� � \. -^'� ' �y�3qs\ � :: �� / �• . DECK = 395 SF DECK = 395 SF � ����
<br /> _l � -�. ''��P� �� I �'�6r ' aR� PATIO = 185 SF PATIO = Tt}S--SF I OS `�.f. � a a <� �^
<br /> \ /�z� �a�'�.- � �— �L=R�P 9� '`� '� �' 9� TOTAL = 1 150 SF TOTAL = 't�t1�3$ SF " J�� '.
<br /> � � }S O\ ��1-6�_= �P � E�f- / IUSO p `
<br /> \\ � ��y� `�� � ��`sq°�'�5�„ �� � 929�a12�I�A HOUSE =1538 SF HOUSE =1530 SF � ��� � �, ;.•
<br /> �"�/ / � ��9]� x9 l� ��'�J'\�"�'R��' N ~�Y�
<br /> � STEP - 40 SF STEP - 40 SF - � � -=
<br /> � r,�'o � % �� _ pN`� s�° KA WALK = 120 SF WALK = 120 SF � � � �5 � �.. 1_.,
<br /> �' , . .�� - - - M NE TON pRIVE = 600 SF DRIVE = 600 SF � � a,� �
<br /> \ \ ' fo:'s �'.` ; nKE �N TOTAL = 229B SF (20.0�) TOTAL = 2290 SF (20.0%) o � � ���� �
<br /> \ 13'�" � L r TOTAL = 3448 SF(30.0�) TOTAL = �#z�9.SF(23-9��) � � � �m�� �
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