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PROJECt N0. 15369.0o CERTIFIC�TE OF SURVEY �
<br /> - - - 000.o DENOTES EXISTING EL
<br /> PREPARED FOR: � 4 ��_� x �°�`'��` ��6 5 ��`� -- ���� NDICATES DIRECTION 0�ATION
<br /> FIELDSTONE FAMILY HOMES J � � x944.9 SURFACE DRAINAGE
<br /> // � � � (s�o.so) = FINISHED GARAGE FLOOR ELEVATION
<br /> \ `` \
<br /> x953.8 \ � s51� ` � '9Sp '�4a\ ss,
<br /> ` �SUMMIT AVENUE �� \ � �� � � � � � i � -S �i-�3� = TOP OF FOUNDATION ELEVATION (GARAGE)
<br /> LOT AREA : 24,743 SQ. FT (Pd$�CLY DEDICATED � ��\ \ ��\ �� �x94".3 ���-�� '�� _(��2.33) = TOP OF FOUNDATION ELEVATION (HOUSE)
<br /> f10U5E AREA : I ,670 SQ. PT PER PLAT�F-SI�GA HTLL9'4 �\ �� � � �G�� �s�4.o5� = FIRST FLOOR ELEVATION
<br /> PORCt1 AREA : 84 SQ. FT x95s�'- - _ ,` REVISED) � � � �'✓ ( 6�_ = BASEMENT FLOOR ELEVATION
<br /> DRIVEWAY AREA : I ,757 5Q. FT �� ��956 � � � �
<br /> � �� ��`\ �\ � � � �\x9�4. NOTE: DROP GARAGE 12 FEET
<br /> 51DEWALK AREA . 39 SQ. FT _ _ � � � � h� � � 4�� � � BUYER: ASHFELD
<br /> CANTILEVER AREA : 9 SQ. FT ' �� � R� �°
<br /> � �� �\ �B�s,,,,p�.! ��� ��8.�� •��,\ ��\ �� � � ADDRESS: 7 376 NORTH ARM DRIVE
<br /> � 9 p- OA DENOTES HARDCOVER KEY, SEE ATTACHED
<br /> �. \
<br /> STORMWATER QUALITY OVERLAY �o i -\ � 6 .�oA� 30" \���, i� � �� � ��45.6 \ SHEET FOR HARDCOVER CALCULATIONS
<br /> DIS7RICT : TIER 2 �� �6�' \ �=� � �� �D�P� � � �
<br /> i r --- -� � .� X- -y-�Q�_isP� i a��-� -, � � \ � Note:
<br /> ALLOWED HARDCOVER � / 962. ��6� 962.3 �sy�\ N 36° � � �t � ��\\ � This survey was done with no title commitment and per client, a
<br /> PERCENTAGE � �� �S •8g � � ��;r, �6� �ASti ° � .� �\ encroachment agreement with the city of Orono is in the process
<br /> o � �-_ �, '�-Q�1� I G\� \ \ �s =p \��45.7
<br /> 30/o OF GROSS LOT AREA ,.
<br /> � s 2
<br /> TOTAL PROPOSED EXlSTING - ' - �T���v,� i2° _ � ` -o�.r, i � s � � �
<br /> GARAGE �A Ii 24" � l� @ I� �� \ �`\ �� 4N���
<br /> HARDCOVER : 3,559 SQ. FT. �0``�6 ^ ' CiT'o � �`- ` � '�'
<br /> s � �.'
<br /> S8 � 1 -� �� � x.��
<br /> -966-� � \ `� \ � \ INV �" ``
<br /> MPL 8" /�� � S'� � P� ','S _ .._. {e E�n.i.e�
<br /> PROPOSED HARDCOVER �P++ ` � 6� � \ \ G� \ - _� \ \ 9�8 8 ��
<br /> p Z6.5 I 966.9 � y / �,� 69.� `i&3� �� ,9e \, � PLM I 2" � \\� � x954.7 : � ��'.
<br /> PERCENTAGE : 14.37/o � � s � 0 2.�sn,4���� • � � � � -�'3
<br /> PL I O' / ��i9� �` (9" ��'OQ J� \�1 9 \ � Y.8" `\ � � � O
<br /> � ►� ` 96�� p���-' 9�7 Q��O �°c o 9 - �, 5�s� o
<br /> Building Height: X96E.6 - a c� / 3 n o " r s6 1 � � i� o� '
<br /> ^� � � /��.``'� �o o�� (i 6� � �o. ; N io.oio-o s.o a �
<br /> Distance from basement floor to -� � 60.11 .,
<br /> highest point of the roof:36.58' � " 9`� � a � \ �6� � + `
<br /> Half the disiance between the hi hest � � 68 �� �9) E 3 /�P�`�'�j,��°0 6 D � " � � �x956.9
<br /> 9 O � � oa�: i 6° 3 2 0�� � ��-re �sZ.s ��., �
<br /> point of the roof to the low point of the T��� r � �•s �^ � � �°o & � o� �ir �y � �s'r�6 ��� �
<br /> / C(iJ's�` C�J � 3 C��O� `� � �°o `° �
<br /> corresponding roof:4.11' � x � �, o � ° , 5 ��RUBLICtY_p CATED
<br /> Distance between the basement tloor ,,I��GG�� �,,li 969.8 j L T 15 �, 4'o°O� 9 O � / � � �r{s"�i ," i �h°' �" �PER�i,(�T Of�S� HILL�C�I'/S I
<br /> � , �h� T
<br /> and the highest existing grade r � � `''��°9h'(ie\��% �� �, 1� � � F9��P�'''� iREVISELQ) \ Rq\
<br /> adjacent to the foundation :6.5' FL 2a 9 `9�? o Mr� o � x9s . �- ) \ � �1,F��<
<br /> x573.2 \ � ' � ' �PI E 6" // O 6� � �S(�, � � �- NK � O`�`1 � \ '"Y
<br /> 36.58-4.11-6.5=25.97' Building Height ao� �l � � �} s9�
<br /> , I
<br /> \ �� _� ` � � /� / 9'� �\ ��Q , �r A511,I 6" � I x955.I � x953.2 / �/ !
<br /> ��,J � 96 .7 � ��O l ` 973.8 / K 3 ��� J / �� I�A�C 24� �� \� � �
<br /> � / I � I , 954•,- J � �
<br /> Gf� � I m 6�8 Ar J � /_ / , I./ ! �I I ' 1 , � � 6�� /
<br /> // /v,,,� , �MP�26�� � 9) g)9 �0 7/� I
<br /> / v �♦ � i♦ r♦ � i i� � � �x96�.Q � �G
<br /> �� � } h< 1 t I I K �` )t ` ., f \ � � /
<br /> �� ;,�" ' I MPL I b� �� �i i � 01 �i \.�' �M � ��i � , � 1 '` � �
<br /> �1 � �' °��V o�� � -�P�DIE 6'j� n� 2''c� ��7.9 � � � ` _ "_ -956---' J � 58.9 �
<br /> 1 � ' /O , � �"g ,�0 1� ,�� �`� 1 , � N � ` � �Q-�O
<br /> SCALE : 1" = 30' �A 969.0 • � � _ � �
<br /> \ � / �- / `�+ 1 � � � / ��' Q ��
<br /> 1 � � � PINE 4" � c� � 6' , '�958.� \ �� !v
<br /> 12" �" � � � a 1 � \�. -� � Q' � �
<br /> Legai Description: � � � �PP 8�� SP�'����- r X 9E95 `� � ---� _�� o ��- ,,,
<br /> � � � � R � �c�"-�- 970.7 � 1 � � `� t"'�96p �O� \V
<br /> �9�a i i 1 970.9 ) � 9��.zx1 ��� EXISTING Q69�� � ` � � ,� , �� � ` '\\ sas P�"Q��'�
<br /> LOTS 15 & 16 BLOCK 8 � � I9�o.� / � a '
<br /> SAGA HILL REVISED, � � � x �� ,�o � � �\ hoUSE � ��-��o��P� �
<br /> HENNEPIN COUNTY, MINNESOTA � � �,� �A� � `�QJ�,P
<br /> � 11 �� \` i hereby certify to ankers Title that this is a Q
<br /> CONSULTING ENGINEERS, ����� � / true and correct re resentation of a tract as
<br /> ���E PLANNERS and LAND SURVEYORS`• ' 1 972.7 �' 9�6`� , shown and describe hereon. As prepared by
<br /> � x > � me this 27TH day f NOVEMBER, 2013. /
<br /> ENGINEEt�iNG ��. � �_� � -
<br /> CoM�r�NY, INc. `• ' ' P
<br /> �..� � Minn. Reg. No. 19086 �
<br /> 1000 EAST 146th ST., STE. 240. BURNSNLLE, MN 55337 PH (952)432-3000 �' � - RUSSELL P. DAML
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