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SEE <br /> 3.1 <br /> � <br /> , � <br /> _�10°0 <br /> � <br /> i � <br /> � � �� �� <br /> � � '���'���'��`����— <br /> i i '�.�'�_����� <br /> i i .'.�.'.�-'.�-'j���= <br /> i i – <br /> Varies ������������-- <br /> 6 1/2" :o:.-:.-:.-. _ <br /> 952.5 � . ..�-.•.IIIII -- IIII-IIII <br /> � ' � 8x �.::�.:�.:.��:�;-11111- II--111 <br /> � � ' 8 ��:��IIII- <br /> 4'6" '' <br /> Max � 18X •�.`•.���� <br /> .�.�� ��.����— <br /> .�. :.�:.�._ �� <br /> 948.0 Min � 24x24 ��' �.� _ $ <br /> Varies _ IIII_ 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 Bottom 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 />