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2004
�� ��'; �� /Z-U�e�' '�� � � � � EX15-��NG EXISTING HARDCOVER PROPOSED HARDCOVER µpUSE �1 �970 SF/0.16 AC 14�OOSF/0.32AC 75-250 � � X25� = 3500SF ���� HOUSE= 2380 SF � ; ` i�-75 75-250 BOATHS=O(REMOVE) j r BOATHS= 00 HOUSE=900 DECK=5� DR1VE= 935 SF o i � S ` � � PAT10= 30 SF ,, \ � j � 6 � DECK=50,�• GARAGE=600 STAIR = 190 NC) BENCHMARK J i + � � FSTEP = 80 SF -o � � T SAN MH � PAT{0 Vl�i{�=220 DRIVE=2280 BH WALL=IOSF � �yALK= 40 SF J � �EV = 9��:��--�-., ,,.�'` , � :'j STAIR 190 (NC) , DECK= 315 TOTAL = 60SF (0.g�) �w � _ � ,�__,,. � �� g66��'' TOTAL � 370SF WALK--410 % \ RET.WALL= 8 SF � ..�-��' r "g , �TOTAL- 4500SF/32 \ TOTAL = 3475SF/24.8% � '''�� 8 $ 7C�°ql,j' 29" E 183.26��ay � � o'� � ` ' ` ,.� -REMOVE BOATHOUSE & STEPS �o M i � �, 963' -�- � ' 1�E� � REMOVE REAR WALL TO � �n V � �— — _ — — — — _ _ _ _ _ _ � � � — — — — — - - � � % �tL�fi FENCE`���.. � �'�- P�' � � `1 � � � y �� EXISTING GROUND ELEV. 'b � �, N �/ �O �S1L T-F�N - _ ��-� : �'n�,. .. � ,N:.}c � 6°Q ,- -j� � �I I � 6�°�v T'� �\� ��Z J ,�� O �n•�.�,_ 45.8. � �P� — 'r,� •7.., � t g d. � / i � � �, � � l� ��y� 4�,� �\\T O ` ! i\",` � vU�r i a � o oh - --��`�--6�,�'�" , 22��..�1� `�6 �-� /•; ;�'% � .'� , \ �� �O; ` �-� �z�� ,. Q` � N`o ���j� o,�`' �� _. �L 1^.= i. i � \ � ti�,� ,\ t �F � �',�i�\\ ��' � � �,?- Q I � ` _ � � (�_ \ OP � ,4 � \ 4 '1 �� �/ `6,� �� � �� J v � �� D -v co �.�� �ti ,n �� 60 � :`E.`� .F',,:,�,r��y r,� �,, � �;c�\ ��k \ 1 � -` �"` ` '�, �s�- a. � �.c� ' sr Q �1 \�\C��✓ � T`n' : ,n ; �� :1 t''AAX �' ����' �' � �`' �����`:�� i + `�� \.� � �`+o Z N � 0 S r ,,,n �, `� � �� t <t-w / `` \�� t ��/L���Q �,�j o c� � � , �7 958 . o,y-�j .� � , �,�'� ��� ��Q �9�`�\ �`�s I --� �p � \.. ��� �'�� 0 5_ N �{- . � .�.� �� ��, 7 � �v�� � �:� :� \ �� '� t\ , Q cO w rn � \��c�'"X ho+y _ - X �'�� P p,-�10 ;5� % 1p^��.�`�� -..�� k.„�� � � � `�� _+R�'� �t��� ��� t�� �- `` o�,�`�°8'�' �� �. . 't3 X , � _ JF,�,�C,� �,` � F���� �' � ,���'� `49�• �`� � �� � `\ti \o 6c�. ,�� -�s � 4., �.p . O \ ��• ��� �, ���� \ w ,. \ 1 ; \�,. r � � ``�� y \ � � 2 ,��0• � } �' ��i� ��Q�is� �s�' '` �'� \ ` �� � � �1 � V \\\ '����\s` Q � r� l ��/ �'�L \`` �l�\\ �` ��` �`�` \ , � •,��O ` � W \ � \\ J`\' � �. � \ .�, � � " J ,.`t ,�;\�� . ; .�� � � � � x�G��� : � ����/�%' �, �,f ���,` �` �i.o� \`t, `` y;`�i\ ' ` y '��, \ ` � ,�� r \ � \, �\�\r�l� �6 �Q Q� ���' �.j. � �j/� i l�� 9�/ /t,`� ��/ �,o\ `ti `, ,,`� � � '., �� \ \ O ,`ti \� \:� M� �� }P ,/ � .� e'�! � � �� � 1 '�. � ` 1 � � � �;; :; Q W ��, ' ''"��°P� ` ,p '' ��� ,� `` `'..:� `` \ ' `' �` � � � � o EQ ELEVATIONS 1��. ��` \ � J i i�� � '4 ��'�t. `'r"1 /,� l i' o � � , 1� � '' � \ � � � PROPOS .� ,��� .� ,� � � i6/ �- 3 ` `; f r l � 3 , � � � ` `� \ � \ GARAGE FLOOR=966.5� �.. �,..�\� o° � 5•0 � �,�' ,,,� j ii� oP w�' � ; a� f .�,� � ! � ; `�� �� '�, �,, � 0 � / � O�O h;% � / G / 5� � � 1 � \ \ � � � � 1. TOP OF FOUNDATION =9�66.8`���, '����. � o ,<,�� � �� �,'. °' �, o P � ` � C1 � LOWEST FLOOR=958.0 `� `Z�`` �� �.. � �� ,-� , � , ,� f` �� ! / % �"�� ' (� �` � 'ti ♦ �� � `L' o, •� o O O ,,r` � � 'f' `L' � ' '� 1 "��. �1,}�t'�,`�� \ U � � �t ' \ � �i �\ .� - ,./.e- � p. _ %� . .'` / j'� � � y \ '\ S \ �'`. � `� .0 ��=' e`� f� /,�' .� fP �f/�� 1 `'� 'ti � W � � \ ���' �1 g . �' 9S8 � / oP ,' ; •�,�` �l %+ � � '� �`, o�.. Q \ �� �� �� ' ;�,....r.'"' d' I9C.,a� � CS \� �P�� �`��o �yy/ ,rf�r / �f /,! / f / ji' } Sl `j"� V � � � � ,� �r ���' ��1/ X`� \Su�%' \ �L�F�` `J � � /Uj P'`" j/, � /' f'' ( � \ �'�. l \�' `� ,! �''` ,1`��' � .� r' X I � h ` � �f r / vi c�i� � -- � � �, �9S � �1�,f` ,, ,�i" ,` ,'' � 'v f% f' ; ,i,� � ,,r � ,- �°� � 1 ,> � ,� � � J ���� 9s� � � ' �1�1 Q,`�- t' .` o�`°� �� �f• �O •%` f f �i � '(.O/ � Q �--. .�1NG � �"� �� � /` , f��v���o � / �,, ,,% O� / � � ;� � � < Ey`��J �p �\ j` �'G' � /�, '`' r� , /' i �f� �{,1.� � Q W w o d H��SE \ � / •� \ r,�` �'�\�j �! f � ;�J� �' � ,' ��" � Lsl Q � a a�v�i \`i / '/` �' � %,, �� i r W w O ` � r'" �// `�' ! � `f '� / / '/,s��%' v�� Q J � 3 0=� � /\ � ,`,� � Y.- ��`�`` ���ii�P� �"-"._ � /1`f `'�' f` � rr � OC`� / ,Z—� m � � �>Z� o . ,- ,,f �'' �p�,�, � �, f / `i �,, / � � � a � �Wa� � , � ,. . ... , . ,� f,,• , \ .-�" � / 60 , ���_ ,_; ;� ,, p ,- O 20 40 ' � � r P�(P o' .�.v...� '� �' � � / ! ' / N �Q 2 r ' � � � � �.V F'" � W ............- ,r � _,_....�-^'" ,/ �'' � / ,_._-...- ......__.-- _.__ ,� �� -L'EGAL�DESC � ly! z � o o � � � ....,.- , ya ,/ 'J ,'' f� / ' � ~ - / e�� - ,.��LOT� 7 8�- 8,s, L� 1, SAGA NILL REV. Q � �' _ �g�� r'' ~ - � / 9g2� = EXISTING SPOT ELEVATION. ,'� ""��� � � '��� ;�' HE�lNEP�S,�tJI�.YY, MN. � � � � �o} � ,�"y � °c %,� ,,l''�` , , / ` % r' �DDR��S�'= /1310 SPRUCE PLACE �, o � � �- �� � � X(998.0) = PROPOSED SPOT ELEVATION ` � �,�� lQ'� � o N ro< � ;�` / Plf�'# �8� 17-23-32-0017 � ; � o o m _ � = DIRECTION SURFACE DRAINAGE `''f _ �, W W � Y �,..��� � ,: �`'� /j� / L,�j�RE� = 20970 SF / 0.48 AC � � a � � `��F� � �- ,;� ,� �� r i __ - ;' � , �