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���"1 ► ��� � , � •
<br /> EXISTING ANO PROPOSED ELEVATIONS � � � �
<br /> � GARAGE FLOOR=942.3 �'�`�R_27��' On��
<br /> TOP OF FOUNDATION =942.5 / � �- Y � �l �i
<br /> O i F h,��e
<br /> 0
<br /> LOWEST FLOOR=935.0 � � � ; L= ' _ T
<br /> NOTE EXISTING FOUNDATION TO REMAIN � `�� � !� � °' � `
<br /> VERIF`( AND USE EXISTING ELEVATIONS I .�� . c `
<br /> PROPOSED TO FIT EXISTING FOOTPRINT F„�E i o �"��o�. ' �� %� �,� J�'��I
<br /> 0 30 60 90 . O I �� % / /� ��� ��-'�.,,o�
<br /> � �
<br /> -- - BENCHN1ARf< SPN MN ���--� �i/ ,ii�� � il l i =� /�/� � � - ro� ,"'h
<br /> TOP 5AN MH 0 `� , , , ,%, i % � / / / I �� b o
<br /> SCALE IN FEET ELEV = 939.9 � �� ;,,,���� � ,' �, ,.4oE , ��i / ���o
<br /> �
<br /> - � �_
<br /> .�991h = EXISTING SPOT ELEVATION. O �°P — ;'�,� �,�%!� '/ ��/� / ,�,��� � ���I
<br /> e�--' J� �
<br /> ��E p� i�r,� "',,t ;` f i � � l
<br /> X(998.0) = PROPOSED SPOT ELEVATION RO � �$ a�g"%/ ������ ,I�6/"/t+y�(((-���I � ����5.P5 q,.P1_TSEj '`�/ / �'-J`-a°��'
<br /> � 94p6 < h SP 'I �� :��.��'�, C� �� .�� � �o z c�
<br /> 6.�' � = DIRECTION SURFACE DRAINAGE �� C� SPRG / �y'SP��k' �{� J� P� �� �/ � �` �o a
<br /> , GJ 4�h p / ,Fg� . /� �,LD�,M:i 4 l\V � / (O W
<br /> . O� ��O� � 6 5�`� 9��/ � / / �;�\f�,�,� P ' I �/, �/ l C J l
<br /> ',( 5N /
<br /> 1 � � i i�i � tl �, ; �-�" ' � �/ � C, � /
<br /> 4
<br /> P�5 6��5 � ' I ', ; �`��� �" `.,f,�1-� . OXa3� ,, . � s , \ J Q .
<br /> qX� � ! J ' \/ ?
<br /> � g4\. l,} /����/ ��FSH . / �/ .;� h- iY� � � .
<br /> V 9q1A S��N,P� {I d r /
<br /> eir ' / � //d�',.� e / ,� � / '� O W
<br /> X9h0� 1�1� � '� �/ i I :.�� 92��I i� �
<br /> � � 08�` �,�„- / I i �v ;�4 I .o°� ��f E� �� � �j _y � ��' � � �
<br /> �5�;,t� g41, � v / �`g� �j' i/` 11Y.93 � '0- ' I�y,�SPP. � ' � i�// 'i�' (�1 f� �
<br /> � � ?i _ �6 � ��,/, / e �O / �.i 29 HX� ,i� f^ " J \I
<br /> � !a`I' � P rLjO��S �'94, �X oi�`..��� / i '�~C /, �//, .-!�7 9 � i �J � � �
<br /> / ,5rp1NE .� ,.��J �-k�' �� /�i �� ,/� a"Sa j� / Oe` ` � �29y'F/�Xg�6//� J� � 1 � � ._..
<br /> �R� o�E � d, /� � ri ���E��� o a J/ �i1 :' iJ� 'a�I� �/� � .G� �� ��� DESCRIPTION: \ �
<br /> Paw �/ � ,� �S J� �5. / , � �' ;- �� �- �- � //4 � �C �
<br /> ;1. ' � ��.ti� NO N0� x i ,: �e ,� // 8 �RT OF LOTS 5,6,7,8,13,15,16,19,20,2"1,22,23 ` �
<br /> .R ���� ' g422 g T�N ED �,a����' ; ~ �z- �"5� /�%�AND 24, OTTOVILLE ON LAKE MINNETONKA J m �
<br /> F�, ,��6E�Ec �'���o�� `� � 9�;�� / 2� 4�tio�5d� />,5°�`���� HENNEPIN COUNTY, MI�1. � W l(� U
<br /> Z ' � �',,,y�9�550 �E�� �` � �-��J� � �` 9325X� o �'�/ i LOT AREA TO OH�V= 41220 SF/ 0.94 AC � � � �
<br /> � � 1 `'� F '�. r� q� ; � � x��} ti -'� F"N � � �
<br /> -� � �j `� �� , �� _ � � ��, � ,�'" � ; LOT AREA<75 SETEACK = 1"1430SF/0.26 AC �L�
<br /> $ 1� � ONC K.,: ' \-� -
<br /> a , � io�� �•o � / - �a„ c�a� �'�°' � ,�i X 25� = 2857 SF ALLG�NABLE HC �'���
<br /> /� . ��LJi� l g3�0 ��- � �, '` / \�v� /�/ � / �
<br /> , � � ,TF,� , r� x �-�2�,, � �r, —•'�-
<br /> �-- N �� � � �``-P- � �i. � l �1
<br /> � ��G aN��y$�' �C���,�,P' b��. : r� I ' � , r�-,i�i � i �o�� f
<br /> 1 �11 O�{�v4�/± ���.-= "1 __L U �J'"�' ' i � -_w 1
<br /> i 1. ) � � Y ,A� .� I :� �{' // ��N i ,`
<br /> � 2 l� e-'- 1 1 � C%�.
<br /> i � 93�f 1. \�
<br /> l \ l� ,a,�ci:-' �-,��_ � -'. ,���.- c2a�.�� 1�QIJI�D �-It�I�C'OVEA2I�EVISI�IVS - �� >>�; �
<br /> I �,° ; s�� _ s ���' o < \��
<br /> � ! V��S+��9�3' L� '(<<9=l ` FL��cC�j� � FL�,I I� � ��q¢\ c
<br /> r 'i�. S� �-�� _ - � � d'
<br /> \ '� , >/.ir- C c �' �_^`�:�J'; _ .
<br /> � �,�\�I ,�c�'�'�� ,; ����, g2� cl2ol'" RE e�vf�L,s � _r��„)�
<br /> I �� \ O b _ �;�°'?�J"T1i;= ` Sr*j```-'% ``�� ��` — Pd =����.���ti
<br /> / ,�- = ;`�rr_ ��'�� � "�' `� Dri way (side along garage)
<br /> � ^j � Y� .,�oo� SO s.f. N q� o��
<br /> � �, o °-��„ %' _ _ _ ���'i ' � _`
<br /> :P,. �� �-.� + �
<br /> I / �,��rf�_� �N��T�I���A Sidewalk (change to stepping-stones) — 97.5 s.£ � �, o�4_=�'^i;
<br /> � � x����% L N I,, � � Total = 147.5 s.f. Q , - " -
<br /> � �' � � _ , ,�a=��_ _ ,
<br /> i '. -�: _
<br /> ADDITIONS �
<br /> �
<br /> Proposed 12' x 12 Shed = 144 s.f. -�
<br /> 0
<br /> Net Hardcover Reduction= 3.5 s.f. �"�
<br />
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