�� ��'; �� /Z-U�e�' '�� � �
<br /> � �
<br /> EX15-��NG EXISTING HARDCOVER PROPOSED HARDCOVER
<br /> µpUSE �1 �970 SF/0.16 AC 14�OOSF/0.32AC 75-250
<br /> � � X25� = 3500SF ���� HOUSE= 2380 SF
<br /> � ; ` i�-75 75-250 BOATHS=O(REMOVE)
<br /> j r BOATHS= 00 HOUSE=900 DECK=5� DR1VE= 935 SF o
<br /> i � S ` � � PAT10= 30 SF ,,
<br /> \ � j � 6 � DECK=50,�• GARAGE=600 STAIR = 190 NC)
<br /> BENCHMARK J i + � � FSTEP = 80 SF -o �
<br /> � T SAN MH � PAT{0 Vl�i{�=220 DRIVE=2280 BH WALL=IOSF � �yALK= 40 SF J �
<br /> �EV = 9��:��--�-., ,,.�'` , � :'j STAIR 190 (NC) , DECK= 315 TOTAL = 60SF (0.g�) �w
<br /> � _ � ,�__,,. � �� g66��'' TOTAL � 370SF WALK--410 % \ RET.WALL= 8 SF
<br /> � ..�-��' r "g , �TOTAL- 4500SF/32 \ TOTAL = 3475SF/24.8%
<br /> � '''�� 8 $ 7C�°ql,j' 29" E 183.26��ay � � o'� � ` ' ` ,.� -REMOVE BOATHOUSE & STEPS �o M
<br /> i � �, 963' -�- � ' 1�E� � REMOVE REAR WALL TO � �n
<br /> V � �— — _ — — — — _ _ _ _ _ _ � � �
<br /> — — — — —
<br /> - - � � % �tL�fi FENCE`���.. � �'�- P�' � � `1 � � � y �� EXISTING GROUND ELEV. 'b
<br /> � �, N �/ �O �S1L T-F�N - _ ��-� : �'n�,. .. � ,N:.}c � 6°Q ,- -j� � �I I � 6�°�v T'� �\� ��Z
<br /> J ,�� O �n•�.�,_ 45.8. � �P� — 'r,� •7.., � t g d. � / i � � �, � � l� ��y� 4�,� �\\T O ` ! i\",` � vU�r i
<br /> a � o oh - --��`�--6�,�'�" , 22��..�1� `�6 �-� /•; ;�'% � .'� , \ �� �O; ` �-� �z��
<br /> ,.
<br /> Q` � N`o ���j� o,�`' �� _. �L 1^.= i. i � \ � ti�,� ,\ t �F � �',�i�\\ ��' � � �,?- Q I
<br /> � ` _ � � (�_ \ OP � ,4 � \ 4 '1 �� �/ `6,� �� � ��
<br /> J v � �� D -v co �.�� �ti ,n �� 60 � :`E.`� .F',,:,�,r��y r,� �,, � �;c�\ ��k \ 1 � -` �"` ` '�, �s�- a. �
<br /> �.c� ' sr
<br /> Q �1 \�\C��✓ � T`n' : ,n ; �� :1 t''AAX �' ����' �' � �`' �����`:�� i + `�� \.� � �`+o Z N
<br /> � 0 S r ,,,n �, `� � �� t <t-w
<br /> / `` \�� t ��/L���Q �,�j o c� � � , �7 958 . o,y-�j .� � , �,�'� ��� ��Q �9�`�\ �`�s I --� �p �
<br /> \.. ��� �'�� 0 5_ N �{- . � .�.� �� ��, 7 � �v�� � �:� :� \ �� '� t\ , Q cO w rn
<br /> � \��c�'"X ho+y _ - X �'�� P p,-�10 ;5� % 1p^��.�`�� -..�� k.„�� � � � `�� _+R�'� �t��� ���
<br /> t�� �-
<br /> `` o�,�`�°8'�' �� �. . 't3 X , � _ JF,�,�C,� �,` � F���� �' � ,���'� `49�• �`� � �� � `\ti \o
<br /> 6c�. ,�� -�s � 4., �.p . O \ ��• ��� �, ���� \ w ,. \ 1 ; \�,. r �
<br /> � ``�� y \ � � 2 ,��0• � } �' ��i� ��Q�is� �s�' '` �'� \ ` �� � � �1 � V
<br /> \\\ '����\s` Q � r� l ��/ �'�L \`` �l�\\ �` ��` �`�` \ , � •,��O ` � W \
<br /> � \\ J`\' � �. � \ .�, � � " J
<br /> ,.`t ,�;\�� . ; .�� � � � � x�G��� : � ����/�%' �, �,f ���,` �` �i.o� \`t, `` y;`�i\ ' ` y '��, \ ` �
<br /> ,�� r \ �
<br /> \, �\�\r�l� �6 �Q Q� ���' �.j. � �j/� i l�� 9�/ /t,`� ��/ �,o\ `ti `, ,,`� � � '., �� \ \ O
<br /> ,`ti \� \:� M� �� }P ,/ � .� e'�! � � �� � 1 '�. � ` 1 � �
<br /> � �;; :; Q W ��, ' ''"��°P� ` ,p '' ��� ,� `` `'..:� `` \ ' `' �` � � � � o
<br /> EQ ELEVATIONS 1��. ��` \ � J i i�� � '4 ��'�t. `'r"1 /,� l i' o � � , 1� � '' � \ � � �
<br /> PROPOS .� ,��� .� ,� � � i6/ �- 3 ` `; f r l � 3 , � � � ` `� \ � \
<br /> GARAGE FLOOR=966.5� �.. �,..�\� o° � 5•0 � �,�' ,,,� j ii� oP w�' � ; a� f .�,� � ! � ; `�� �� '�, �,, � 0
<br /> � / � O�O h;% � / G / 5� � � 1 � \ \ � � � � 1.
<br /> TOP OF FOUNDATION =9�66.8`���, '����. � o ,<,�� � �� �,'. °' �, o P � ` � C1 �
<br /> LOWEST FLOOR=958.0 `� `Z�`` �� �.. � �� ,-� , � , ,� f` �� ! / % �"�� ' (� �`
<br /> � 'ti ♦ �� � `L' o, •� o O O ,,r` � � 'f' `L' � ' '� 1 "��. �1,}�t'�,`�� \ U � � �t '
<br /> \ � �i
<br /> �\ .� - ,./.e- � p. _ %� . .'` / j'� � � y \ '\ S
<br /> \ �'`. � `� .0 ��=' e`� f� /,�' .� fP �f/�� 1 `'� 'ti � W �
<br /> � \ ���' �1 g . �' 9S8 � / oP ,' ; •�,�` �l %+ � � '� �`, o�.. Q
<br /> \ �� �� �� ' ;�,....r.'"' d' I9C.,a� � CS \� �P�� �`��o �yy/ ,rf�r / �f /,! / f / ji' } Sl `j"� V � � � �
<br /> ,� �r ���' ��1/ X`� \Su�%' \ �L�F�` `J � � /Uj P'`" j/, � /' f'' ( �
<br /> \ �'�. l \�' `� ,! �''` ,1`��' � .� r' X I � h ` � �f r / vi c�i� �
<br /> -- � � �, �9S � �1�,f` ,, ,�i" ,` ,'' � 'v f% f' ; ,i,�
<br /> � ,,r � ,- �°� � 1 ,> � ,� �
<br /> � J ���� 9s� � � ' �1�1 Q,`�- t' .` o�`°� �� �f• �O •%` f f �i � '(.O/ � Q �--.
<br /> .�1NG � �"� �� � /` , f��v���o � / �,, ,,% O� / � � ;� � � <
<br /> Ey`��J �p �\ j` �'G' � /�, '`' r� , /' i �f� �{,1.� � Q W w o d
<br /> H��SE \ � / •� \ r,�` �'�\�j �! f � ;�J� �' � ,' ��" � Lsl Q � a a�v�i
<br /> \`i / '/` �' � %,, �� i r W w
<br /> O ` � r'" �// `�' ! � `f '� / / '/,s��%' v�� Q J � 3 0=�
<br /> � /\ �
<br /> ,`,� � Y.- ��`�`` ���ii�P� �"-"._ � /1`f `'�' f` � rr � OC`� / ,Z—� m � � �>Z� o
<br /> . ,-
<br /> ,,f �'' �p�,�, � �, f / `i �,, / � � � a � �Wa� �
<br /> , � ,.
<br /> . ... ,
<br /> . ,� f,,•
<br /> , \
<br /> .-�" � /
<br /> 60 , ���_ ,_; ;� ,, p
<br /> ,-
<br /> O 20 40 ' � � r P�(P
<br /> o'
<br /> .�.v...� '� �' � � /
<br /> ! ' / N �Q 2
<br /> r ' � � � � �.V F'" � W
<br /> ............- ,r �
<br /> _,_....�-^'" ,/ �'' � /
<br /> ,_._-...- ......__.-- _.__ ,� �� -L'EGAL�DESC � ly! z � o o � � �
<br /> ....,.- , ya ,/ 'J ,'' f� / '
<br /> � ~ - / e�� - ,.��LOT� 7 8�- 8,s, L� 1, SAGA NILL REV. Q � �' _ �g��
<br /> r'' ~ - � /
<br /> 9g2� = EXISTING SPOT ELEVATION. ,'� ""��� � � '��� ;�' HE�lNEP�S,�tJI�.YY, MN. � � � � �o}
<br /> � ,�"y � °c %,� ,,l''�` , ,
<br /> / ` % r' �DDR��S�'= /1310 SPRUCE PLACE �, o � � �- �� � �
<br /> X(998.0) = PROPOSED SPOT ELEVATION ` � �,�� lQ'� � o N ro< �
<br /> ;�` / Plf�'# �8� 17-23-32-0017 � ; � o o m _ �
<br /> = DIRECTION SURFACE DRAINAGE `''f _ �, W W � Y
<br /> �,..��� � ,: �`'� /j� / L,�j�RE� = 20970 SF / 0.48 AC � � a � � `��F� �
<br /> �-
<br /> ,;� ,� �� r i
<br /> __ - ;' � , �
<br />
|