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Su bterranean Resolution <br /> � <br /> I nterlocki ng EXh'b't B, <br /> 0 �►�� '� Stabilization Grid <br /> OR�� <br /> ti n W t i <br /> Volume of soil calculations <br /> In a 1' wide slice down the hill with a <br /> � 947.5 cross section of 95 sq ft and a 35 foot <br /> . o �°��'� 3 , length on the angle down the section <br /> Dr ai n Pi p e c o n n e c t i n g : + ,� ;, � S�r,�,, makes 2.7 cu feet/s q ft tot al s q u a r e f t <br /> rock zones to riprap i � ', s'43-5 � 27 sq ft times 2J cu ft = 92.7 cu yds <br /> ' ; <br /> Vertical stabilization timber—� I � <br /> ��- �, s3s <br /> Horizontal tieback timber , ' � " <br /> �, � o <br /> Clear rock drain zone � <br /> � <br /> Lateral stabilization plate � _ <br /> 5/6"treated timbers (4'tall) - <br /> across face of repair area ' <br /> : - <br /> Top Soil zone for planting = s2s.a <br /> COV@�E(� Wltfl fl'IU�Cf'1 'a=p=_=-�p__- -__ J Lake Minnetonka <br /> Fill area of � � <br /> compacted soil � <br /> Clean Riprap <br /> to 931.5 grade .:� � o � � <br /> � o � �' � <br /> H <br /> f,, O <br /> U � 4► w1 7! � <br /> Toa View West side � A.� � � ~o <br /> � m � � � x <br /> �- .� s, � a <br /> � o o = o <br /> 9�� gD$� g��y ��� gD��� ga►s°� �; m �+ � � ; � <br /> ,� �a � a , � <br /> O � .".- p <br /> gp,�� �gD►�� �O �- � 5 � R a a � m <br /> v <br /> � � � m � a <br /> w o .a �+ � ` <br /> g � �� <br /> �p5 �p5 ..a a o m m � <br /> � � ti � � <br /> �, �, �+ •�+ r+ �- <br /> U O '� � � \ . <br /> 93�� 3�y 936 g36y � � a � � r�v <br /> � o s. � a <br /> y� M+ v � m a� <br /> � +� zs .� Rs ,� <br /> �3`3' ^ � , g32y H o � �a � A <br /> t_.....__ .. � <br /> � <br /> GseenDa4e Design Seetyor►Drawing f�6ot to Sca4e <br /> and Smith Residence AUG 1 9 2015 aug �s, 2ois <br /> Concept Landscape Lake shore repair <br /> CITY OF ORONO <br />