|
PROJECT N0. 15369.0o CERTIFICATE OF SURVEY ,� '/ ,
<br /> � 1� '�46.s �'/'1�-�N� 000.o DENOTES EXISTING ELEVATION
<br /> PREPARED FOR: "9 d - �� (000.o) DENOTES PROPOSED ELEVATION Q
<br /> � � I�� x 4a.�\� ��
<br /> FIELDSTONE FAMILY HOMES � �� �� �- -�--- INDICATES DIRECTION oF �
<br /> �
<br /> � x944.9 SURFACE DRAINAGE
<br /> `953.8 \ - 9s2_ 9so ��9Q8 �; � (s�o.so) = FINISHED GARAGE FLOOR ELEVATION �
<br /> �SUMMIT AVENUE � � �\ � ��� 6�� �� � �9��.131 = TOP OF FOUNDATION ELEVATION (GA ' ' )
<br /> LOT AREA : 24,743 SQ. F� (PGB�CLY DEDICATED � � ,/ � �� �x94 .3 .5972.33) = TOP OF FOUNDATION ELEVATION (HOU
<br /> t10USE AREA : I ,670 SQ. FT PER PLAT�F�SA�A HTCL95=� � \ � �/ \ � \� \ \ ��L = FIRST FLOOR ELE�/ATION �
<br /> PORCi1 AP.EA : 84 SQ. FT X9ss.�_ - - _ REVISED) �� � 1 � � _f. s� 4.33� = BASEMENT FLOOR ELEVATION O
<br /> DRIVEWAY AREA : I ,757 SQ. FT � � � _ ��sb � � � � � \
<br /> SIDEWALK AREA : 39 SQ. FT _ _ ` �` �� qh� � ,. , ��\ a\ �� \\x944 7 \ NOTE: DROP GARAGE 1.2 FEET �
<br /> CANTILEVER AREA : 9 SQ. FT � � � _ � � BUYER: ASHFELD
<br /> . \ � � � \ \ �
<br /> � ��o iP B�5'"p�'i �� � �1`�� �7`5�,� �� � �' ADDRESS: 1376 NORTH ARM DRIVE
<br /> �---- \ �- � � � , � � �
<br /> � � g��� �� J�� �z�,�� � \ \ DA DENOTES HARDCOVER KEY, SEE ATTACHED
<br /> STORMWATER QUALITY OVERLAY � OAK 30 �
<br /> DISTRICT : TIER 2 �i � _ �96�8 � �,G � �� �� � �) iP� \��45.6 SHEET FOR HARDCOVER CALCULATIONS
<br /> ALLOWED HARDCOVER , / � 962 ' _ �962� 962 3- �Q�_MP\-Q} � 6-� \�( ��� �� �\��� � Note:
<br /> PERCENTAGE / ' - OS�`�bs � � / �� l �\ �\\ � This survey was done with no title commitment and per client, a .
<br /> 30°/o OF GROSS LOT AREA / �s �8sr � � �QAK I 6�� �ASt1 24° � .� �\ encroachment agreement with the city of Orono is in the process
<br /> n,_�`� -� ��- ��., � a `��AK 16' \s `�S2 `SO \�x945.7
<br /> TOTAL PROPOSED EXISTING _ - ��✓GWD 12�� /j -� � � '�'�� , S4� � `� ��
<br /> HARDCOVER : 3,559 SQ. FT. GARP,GE .�A �i ?=_° ����� r�,�o,�oG��o � � \ �'���9 � � _�� �� \
<br /> 1- 966- 8 � ��
<br /> �PT �MPL 8° i � �9�`S'� � �,`•' 9 \ \ � \ � iNv ��
<br /> PROPOSED HARDCOVER 6� O �� � �' � ' - � � 948.8
<br /> � � � � � � ELM I 2" �� \ \
<br /> PERCENTAGE : 14.37/0 96�.9 'S' °� `�-� `�8 � � 9 � - _ x954.7
<br /> 0 Z6.5 PL I O„� / �\,9� q� �� 9s8 ^�y QO� � � \ 62�A� I 4"/I " �` \ � l/ _
<br /> �
<br /> � � 96�� SlQ,2 9,J e��OJ ?oU O' ,9`9 � � � \ Y.8" \ � t�` �
<br /> Buiiding Height : .�,, '- - �, s�.s a
<br /> Distance from basement floor to x966.6 - "� _ �N � 60.11 � � �9 A� ���� ,�o°Qo��� ��J 966� � I � ip N io oo�o_o a.o�� � �
<br /> highest point of the roof: 36.58' 6 8 " a� /,�v � .9 � 964.7 " � \
<br /> Half the distance between the highest O � � oA�; I 6� �9) E ^ PC��'�L G°O c D �� � `�, " ` � � � �x956.9
<br /> poinf of the roof to the low point of the ' � �� � � ��s �
<br /> t� �3s ^� Q-�e� �°0 80; �� oo°�° � ����' � -- � �6 � ��� I
<br /> corresponding roof: 4.11' � � ��� `��� '` � �� �" �,� � s����gLICtY,p�D1�TED
<br /> Distance between fhe basement floor x969.8 L�T 15 ?, O� °0 0,^ L / / /,a,,r,l i " �,h �� �ER�+�qT O�SAGP, H!��� F�I'�
<br /> and ihe highest existing grade o, o�,y� ?o, ' �C � ( f -� I � �a,' � � G ST� I
<br /> � � � ��9��e`,��° �� � Fo�P � REVISE4) \ .q iL
<br /> adjacent to the foundation : 6.5� PL 24 7 `;9�� o Mr� o�� � A f\ � ' Xg5 1 1 R �'c�� G
<br /> 3 6.5 8-4.1 1-6.5=2 5.97' Building He ight "973 2 � �PI JE 6° � 0 6� �, �s� �� I o� � -\ � ��
<br /> \ \\ / / �1 � �'J"OD I/ ASF1�16" � � I A�� �\�J I I 1 59/5
<br /> � � 96 .7 ,�0� � 973.8 / 9,K 3 � I / PSr I 6" AK 24� I x955.I \\ x953.2// I�/ �
<br /> � \ � � / � ?8 �� / /�� / '� I i 1 \954• 1� J / / sO /
<br /> / o AY� � /
<br /> � ' �M P j 2 G" � 9)6 9>4 0 ' � � I 1 � � 'Q
<br /> \ r� i / i. .� i i .- i� � � � 963.¢ / /2
<br /> � fi I� 1 11 K a )( ` I x 1 I I �
<br /> 1 I MPL Ib✓ n� �� � �� � .� \� �M � / � 1 � I � � �
<br /> \, 1 `J °� � � -�'-P�DJE 6" � C_ �+� 5C967.9 � � � � ` - - -956- - - �
<br /> „ _ , � �° / � � Fo ,�g`, ,�3 -�1 , I � �� /� 58.9 � o, r /
<br /> SCALE . 1 - 30 � � / �-� /�� ' % �,�969.0 • � � - , � �,�'
<br /> � \ \ / PiNE y�+" ,� �� , `� � I 958' � / ��� �\ /
<br /> Legal Description: � / 1z�� �
<br /> , � �
<br /> J i �
<br /> �� +SPR 8" SP. I 2"-�' � x 969 S a' � I ` I � - � / O�'P �-'
<br /> x�978.III ,' N1 970.9 )� R(O � I ``970J 969i 1' I� J \ � ` � \ -��60 � � P�O�Q\P����
<br /> 58.5
<br /> LOTS 15 & 16 BLOCK 8 � � _ �
<br /> � ' a I970.9 � 9�=+.z"1 �� EX15TING � ` �,Z,�v�P �
<br /> SAGA HILL REVISED, � � , x i ,, � � � ' t10USE o��� o� �
<br /> HENNEPIN COUNIY, MINNESOTA j 1 ���� ��A�/ °� � �'QJ P
<br /> i � /
<br /> � � � � . \ i nereby certify to ankers l itle that this is a �`�
<br /> CONSULTING ENGINEERS, ���� � 1 / 1 true and correct re resentation of a tract as /
<br /> ��(3E PLANNERS and LANO SURVEYORS�`�. ' � 972 � � '9j6� Sf10Wf1 and describe hereon. As Pt"@Pal'@d by - - --
<br /> ENGI(VEEf�I1VG . � � X / i� 1 me this 27TH day f NOVEMBER, 2013. / -'"
<br /> \ � i i � 1�=!� �� ! '
<br /> COM('ANY, [NC. � � �
<br /> �� � ' � - M inn. Reg. No. 19086
<br /> 1000 EAST 146th SL, STE. 240, BURNSVILI.E, MN 55337 PH (952)432-3000 '� � �-,�� RUSSELL P. DAML /
<br /> r
<br />
|