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PROJECT N0. 15369.0o CERTIFICAT� OF SURVEY
<br /> 000.o DENOTES EXISTING ELEVATION
<br /> PREPARED FOR: "9 �' � 48�4� -�46 5 ���0 �OP� (000.o) DENOTES PROPOSED ELEVATION
<br /> FIELDSTONE FAMILY HOMES �� �� �'� ��'�� \�� --- INDICATES DIRECTION OF
<br /> � ` x944.9 ��13��%� SURFACE DRAINAGE
<br /> �953.8 \ �9s2_ 9so �'94B �99 � �970•801 = FINISHED GARAGE FLOOR ELEVATION
<br /> ` �SUMMIT AVENUE ���\ � ��\ s�� �� � �s�i.�31 - TOP OF FOUNDATION ELEVATION (GARAGE)
<br /> LOT AREA : 24,743 SQ. FT (PGB�ICLY DEDICATED � � �` �� �x94 .3 (s�2.33� = TOP OF FOUNDATION ELEVATION (HOUSE�
<br /> t10USE AREA : I ,670 SQ. FT PER PLAT�F-SR�T"NT[[95q � �� ` � � � � ��5) = FIRST FLOOR ELEVATION
<br /> PORCf1 AREA : 84 SQ. PT x955.7_ _ _ REVISED) � � ` � �\ � (964.33) = BASEMENT FLOOR ELEVATION
<br /> DRIVEWAY AREA : I ,757 SQ. FT J � �� �/956 � �� \ �.�
<br /> 1
<br /> SIDEWALK AREA : 39 SQ. FT � �� ��. �� 4` � �� \\x944.7 NOTE: DROP GARAGE 1.2 FEET
<br /> CANTILEVER AREA : 9 SQ. FT � � ��- � - � °��'� �� R � BUYER: ASHFELD
<br /> � ^ ��D IP Bassw���� ~� ��� ��'��� ,,� \�� \�� � ADDRESS: 1376 NORTH ARM D
<br /> ----- � � �� � � � �� � \\ � RIVE
<br /> � �'`� - �p�6�LL'�� � �z�, �. \ `\ QA DENOTES HARDCOVER KEY, SEE ATTACHED
<br /> STORMWATER QUALITY OVERLAY �.. - - - � �OAK 30° � i1. �j �� �� 945.6 \ SHEET FOR HARDCOVER CALCULATIONS
<br /> DISTRICT : TIER 2 6O'% x96�B � � � � ip �
<br /> ALLOWED HARDCOVER ,� /� � � 962 �g62'� g 3'-��MPL 14��-� � �� �� �� \` � Note:
<br /> PERCENTAGE / `--- - ps s�� N 36^ � �� �1 �\ ��\� � This survey was done with no titie commitment and per client, a
<br /> / �S '8sr � m '6 '�ash 24" � �� �� encroachment agreement with the city of Orono is in the process
<br /> 30% OF GROSS LOT AREA �-�
<br /> a, \ � K 16' \9 �s2 SO \� 945.7
<br /> TOTAL PROPOSED EXISTI NG ` � - ���� ���� _� � �� �'�� , S4� � \� ��.
<br /> HARDCOVER : 3,559 SQ. FT. GARAGE �A i-+ 2¢" ���d' �i,y��ro�T'o �. �`� � �- �'�`9s \ �- � � \
<br /> 8 .� �� Git of Orono
<br /> p 9 MPL 8° �� ��� � b� \ \ � \ � wv Plan mg���9-e�an �ieviaw
<br /> PROPOSED HARDCOVER �'+ � 6� a �� � � � �� ELM �z�� � � � 948'8
<br /> � y � � '� \ � � � � Sit Pian Review Date:
<br /> PERCENTAGE : 14.37% Z6.5 96 PL I O��-� � .•9 A� s ,�h�1 QO� �8,� . � � 962 \ 14.,�, �� - '���� //x954J �
<br /> i �p �s� O J �- � -9 � r,a° � � o
<br /> Building Height : � � I� � 96� g �2 9?� 2�.�� ��c,�o� 9 \ � - - `�� s�.s �PPROVEn
<br /> x966.6 � o C� I j '�� /� o. Z� � s co
<br /> Distance from basement floor to ~� (A� � o � 6 � o�
<br /> highest point of the roof: 36.58' � C�3�'N 68 6�1 � a� //E-vv\``2 �96 \ 6 9 � � � � � a.o � N! D
<br /> �9 �.. ,� ^/o� (ie � � io. N �o.oio_o �\ PPROVED WITH FEVISIGNS(ses notes)
<br /> Half the distance between the highest O � oaK i 6° �9 E �� PC��'`1� �° 6 D �' x ` �
<br /> � � � � f� .�-r� ��P'�t�#:
<br /> point of the roof to the low point of the � � ^ �- o . �' 2 0`0 �( � ^, ,�
<br /> corresponding roof: 4.11' � '3s " ���Q ti�5;� 80� ` ,,o° � 9 �° ���6 �
<br /> D i s t a n c e b e t w e e n t h e b a s e m e n t fl o o r x 9 6 9.8 ���'o o '��� ( � �, 5 ��F�UBLICtY�p CATED
<br /> L T 1 5 �, o � ? O L / / �,osr,�i " �� � �ER�T Of�S�HILL� ��I'/ I
<br /> � � S
<br /> and the highest existing grade \ � °� °h����°o � �, l� I Fpf j P\a l E V I S E�) \ C .q T j ti
<br /> a djacen t to t he foundation : 6.5' / '' > e.�� -� J � V G
<br /> x 9 7 3.2 \ P I E 6" P L 2 4 4 �5•�. O � f�L O" x 9 5 . 1 � F�
<br /> 3 6.5 8-4.1 1-6.5=2 5.9 7' B u i l d i n g H eig h t � -�- / 0 6 j�� �r S'��S�, � ��,.� I � ao�o�N � r� � ` F�
<br /> �J � I 59�
<br /> � � � 9, �O � ��I 6" 'AS �6 I I x955.I \ x953.2 � �� �
<br /> � 96 .7 O� � 973.8 / 2
<br /> � g� � � K3 ��� � AK24� �� , J� ��
<br /> �/ 954-- -
<br /> 1
<br /> � � 9j qK � � � // / I � �
<br /> � ' MP�26" f � yjs 6 9)Q .o �/ I I I 1 , / � 6�R /
<br /> \ r��i i� i� � i �� I { 963.fF / �/i
<br /> � Fi 1 1 1 1 K � )l ` X I �
<br /> ' � MPL I b✓ ��, v i � °� v \� �M � � � � � 1 �
<br /> N I �
<br /> �, , � °jn ^o�/� �P�AIE 6'j�F 19�� • J'� 5C96;9 � � '� ` ��' - - -956-- - � �/ 58.9 � O�
<br /> SCALE : 1" = 30' � �� 1 � �OINE 4 T� ��'° F',�39.0 � � , � � `- _ _ �� � Q�\��
<br /> Legal Descri tion: 1� ��, � '2" � y ' !� �� 9 � � � ` i -958._ ,� _ � 2, �o �,� �
<br /> ` �PR b" S/P !2"� 96 I � `.. / `C '� !�-
<br /> � t � 97 R I O"� `970.7 5 ( , I � � ` �9 ��-i �Q\�Q'��,
<br /> `
<br /> �978.I� � I 969�� � �-r � ` ��� ` 6p 58.5�Q-�Q�li�P\
<br /> LOTS 15 & 16, BLOCK 8, � � ��".���;+f' � � EXISTING - �•
<br /> SAGA HILL REVISED, �970� ` \ 0���o``�P /
<br /> + 1 " � F SIT,g PLAN G ' ING P�� hOUSE
<br /> HENNEPIN COUNTY, MINNESO T A j � �,, � ��'�o v E D � � �'QJ�'P �
<br /> ! � � � . �V E D W I T E V I S l O�d S I here by certify to ankers Title that this is a Q
<br /> CONSULTING ENGINEERS, ��=�. � � - � -��OW 1 true and correct re resentation of a tract as
<br /> RO(�E P�NNERS and LAND SURVEYORS`•�. � \ 972 � s�� ' shown and describe hereon. As prepared by
<br /> ENGINEERING me this 27TH da f NOVEMBER, 2013. /
<br /> � " Y
<br /> COMPANY, INC. ��'.. \� �-' ��-_ � . �___ . v - DEC 3 1 2013
<br /> ��� �"""" Minn. Reg. No. 19086 �
<br /> 1000 EAST 146th ST.. STE. 240� BURNSVILLE, MN 55337 PH (952)432-3000 ''• � r/ RUSSELL P. DAML
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