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� �1��� �1 I� � . . .
<br /> EXISTING AND PROP05ED ELEVATIONS . , � 6r�•� ��
<br /> � � GARAGE FLOOR=942.3 � ��27°�`�f �� � "
<br /> TOP OF FOUNDATION =942.5 , / �'' �_� p ��� Fo51`'� o
<br /> LOWEST FLUOR=935.0 i
<br /> , � � T I
<br /> NOTE EXISTIVG FOUNDATION TO REMAIN- � '�� � � y h o'
<br /> VERIFY �AND USE EXISTING ELEVATIONS i � Ia��e� � �'�/ / ' -�c'nw /
<br /> PROPOSED 70 FIT EXISTING FOOTPRIN . � � �-� � � � ' �%� �� V�l ����
<br /> , o / � / �� �o
<br /> p 30 60 90 BENCHMAR{< SPN MN 1\��� �1 ��' � j i� // � � h- m o ,�'
<br /> TOP 5AN MH O \ :, %� i i/� / ; � f �� ���
<br /> �SCALE IN FEET ELEV = 9�9.9 :� ' � � �4P� , i �, y
<br /> ��
<br /> .1 % � �•,� ' %�� ° / o� � l �chwQ
<br /> O p /� i � - C��, :j�' � � / / ��� i_
<br /> P ��
<br /> f�`•' = EXISTING SPOT EIEVATION. �--�'^ � f���� �� _ � ��/�' y�y / ¢�
<br /> RO EO� (1Q)� yh�0 .� �I1�, ��16' � � /`;l,5.. 4�����`¢� I �O z N
<br /> X(998.0) = PROPOSED SPOT ELEVATION � � � �✓ , �Q �d . I
<br /> 6 h"�� Q % �G. � • � o � ic� �d�-orn
<br /> �.�•'"� = DIRECTION SURFACE DRAINAGE 9� � � c sa� ���((�yy � f `� � �1 /
<br /> , �\�� h�95�,�g / ��frl!'{J / �ii L� �qO,•tA�C 4 W � / I J tD W
<br /> / � �.� � V
<br /> (_ o ') �- � ��i � / � . `� I-
<br /> SIOV _\ �$O 6��C I1�1�� �� . Y pSH , ' / �'- I � ` �
<br /> �,�( o _ � ;,��� �- �y�' . _ ��� ..' � .
<br /> � ` 6"5 `, ' f� o,� ��' �� � / h` � o `
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<br /> 94�� \U � (qnPSH /
<br /> g4�!� �S�.Mp�- 1 /f �I C�'i� �' / i� O �
<br /> 9�p� a�T 1'/C � ' ���� I ,`'(�� � 97"��i / /�/ � �
<br /> x oR�� � �� y /
<br /> ���c�\/� • � �'� If /. r�' �6'� i" l ./ ,�� � W �
<br /> ' V �g4�9V V / /�i / h/ j, !% 1r9�'�4 �� !"SpP' � ' /'/J /� 'i� (� �
<br /> ' �\5�� c�^ /6 �� /o'�/'i / .�I CP' � /i_ �' 9Zg BX� � C^ " J O(r, Q
<br /> i !�. I O � •R 4�. / �'S-� / i .�� / �1-i / J i� v v, � '_'
<br /> � � ���'p �j '�. 2' `�e' 9 .i�" S % o.}J � �JP'—�_ ;�� q�t���Xe b/� � � � � �
<br /> d� i 1 92� � i �.
<br /> (o�E`p� �, �' �� a�,,,��'E'�h5 �' � /� :' J� .aca� j/���/ � i� DESCh'IPTION: � � Q v
<br /> PpNtip `��/� � " � ���rUSE�5Ery5p /� %��i� �' , �e�` � �!" ' ��yas��RT OF LOTS 5,6,7,8,13,15,16,19,20,21,22,23 � � m .Z '
<br /> Q '�-�i,' g4 ,�Ag •�11NG S�O� .� 9�H�p�9'�'`,f ;' � �z-,%"•" ��/ / AND 24, OTTOVILLE ON LAKE MINNETONI<A � W ��, �
<br /> Fav' 1 �6-G ���S�QO.�jY ' I 1t�\� �� �� 23 4_,0��� �•�j���/ HENNEPIN COUNTY, MI�L m � � j
<br /> 2 � '��• E`��" � � � ���50 �,� + i � � �� q325X / / / LOT AREA TO OHW= 41220 5F/ 0.94 AC �
<br /> `�FF,- 5 0�� y��� / �i` as�� ' / °r�` f � � ��'�
<br /> � ��l F ,�o � y} .. � ,��� �. �.yn. y �Z" j / LOT AREA<75 SETBACK = 1143DSF/0.�6 AC �.,���
<br /> Qo % ,� �, �COMc p�� �o�:' � %'��, ;� o. ��� �'�°/ / %i X 25% _ ?857 SF AL�G+NABLE HC o
<br /> i ��J/� !; f �o ��u-�� . �.� i /���J � � w (�
<br /> '� � " FN�'L% `, �g3 �fl y,"` �i•' � I \U '�// / . � c= j�
<br /> `� � '" O �'-f„1D-�� ��}1P�- Uc�,r � • ,, ���`� / �u�
<br /> � 0 1 '��t o4��{ �G\i �-� �--�' _, t��\ / l'��'% � i � <z=Y �
<br /> � � O'� �� �,9�FtAP� ��=�..�`\ /l -.ri�! 6 y ��/ $��' REQUY�D�Ir�R:DCOVEk�ItEVISI�l�S � e i��o
<br /> � +' I� .10-i / ''' �_�. lY 4, �� � �� 92 � a �� y1\`�'
<br /> , �t � `'���.i�3s ` St�;�'�_ - } ��°��% d- f.���� � �. .
<br /> '` "�` ' ��'- z`'" / �°� REM V � s��
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<br /> n �. .,j:, ,�'- 0 0
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<br /> `�� � . n�2S ya 4 i.7..:�=".���� ;�� � �t C�`Z O ALS �� ~��
<br /> I ' � J �2 ������;i..� � `;`-�,��4�.�`` Driveway (side along garage)= 50 s.f. "'�cc°�
<br /> � •'o �\,--- �- � N o 4�; �,t'��
<br /> / � ' u��`r `L'
<br /> . ;_�, ��— ,'�i� /.� � g <
<br /> i , `. � �,_���P��� :�= - - TQJv�� Sidewalk chan e to stepping-stones} = 97.5 s.f. � -� e�£_;'����
<br /> ' =��`�'rj.,:,-��" 1��� �1/f���� Total— 147.5 s.f. � '� 4��'�_ `�_
<br /> I ,�--:�� � L��� � =; �'aT-= -
<br /> , - - -G�- -
<br /> ADDITIONS �
<br /> • � Proposed 12' x 12 Shed= 144 s.f. -p►
<br /> ' ' � o
<br /> . . . Net Hardcover Reduction= 3.5 s.f. �"�
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