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i <br /> , � <br /> �10°0 <br /> � <br /> i i <br /> i i <br /> i i <br /> i <br /> i i <br /> i i <br /> i <br /> � 6 1/2" — <br /> 957.5 � i . . . <br /> 18x -����� 6 <br /> � � 18 <br /> 4�6 �i 18x .•.,. — <br /> Max 18 � •� �:.•�•'•�:I�������� <br /> ' – (� <br /> 953.0 Min � 24x24 ��: �.�. _ $ <br /> Varies _ II I_ II� <br /> ��������=������ <br /> TYP 5 <br /> 7 <br /> Notes: <br /> 1 ) Refer to Plan for wall location & height <br /> 2) See "Design Criteria" for specifications. <br /> 3) Wall weight/ ft. @ maximum height � 141 1#/ft. as follows: <br /> Stone designations refer to minimum depth x height in inches per lineal foot of wall. <br /> 4) Reduce Wall height by reducing top courses @ reducing wall heights. <br /> 5) Note minimum toe burial depth: 6" <br /> 6) Min 24" wide free draining granular backfill area as shown. <br /> 7) 4" 0 Drain tile wrapped with geotextile fabric and sloped to daylight. <br /> 8) 6oz commercial landscape fabric <br /> Client: Boulder Images <br /> Project/#: 1225 Dickenson St/160902 3. 1 Top 3C Wall to 4.5� <br /> By: MJP Date: 09/21/16 SCALE: 1/4"= 1'-0" <br /> MJP Associates, Itd. - 651-426-7037 <br />