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FACE OF <br /> BUILDING WALL gLDG FF 10.50 <br /> OVER FLOW DRAIN <br /> (12"x12" GRATE) DOWN SPOUT. SEE PLAN <br /> TOP OF FOR LOCATIONS <br /> BIORETENTION CONNECT 6" PERFORATED <br /> PIPE, PERFORATIONS DOWN <br /> 2" MIN TO DOWNSPOUT TO SPREAD <br /> �� 3,� FLOW 10' IN EACH DIRECTION. <br /> 12 �Mq,l' 12 BUILDING WALLS FLOOD <br /> ' ' PROOFED TO FF <br /> 2"-4" COBBLE STONES - � � � � 18" TREATMENT SOIL <br /> _ ;:::`:����::�:�'��::�:.<.:.. PER SWQCBSFBR <br /> AS ENERGY DISSIPATER. � ORDER N0. <br /> PLACE ALONG AND OVER .:��.A��: .`� I�'��`�: ������ <br /> FLOW SPREADER 24" _ �`.=� -;�'-;����;��..-::�.: R2-2011-0083 <br /> WIDE CENTERED ON PIPE - - ' ATTACHMENT L <br /> .: .I.. 12" MIN 3/4" <br /> ,� CALTRANS CLASS II <br /> � PERMEABLE BASE <br /> m 10 MIL VISQUEEN �\j�\������` `�`�/ COMPACTED AND <br /> � NON—PERMEABLE SCARIFIED NATIVE OR <br /> � LINER LOCATION iMPORTED FILL <br /> � 4" PERFORATED PIPE BOTTOM OF BASIN <br /> � TOMIN�SEE U L ITY TO SLOPE AT 2% <br /> MIN TOWARD THE <br /> � PLAN FOR LOCATION PERF. PIPE. <br /> OF PIPE. yyIDTH STORM DRAIN <br /> M � VARIES �PIPE <br /> � SEE PLAN <br /> � BIORETENTION DETAIL <br /> 0 <br /> r <br /> O <br /> O <br /> 3 <br /> tl <br /> C <br /> O <br /> O <br /> O <br /> 9 <br /> � <br /> N <br /> m <br /> f <br /> ff0 <br /> ��� Sub'ect 601 MARSHALL <br /> Y�P 7 730 N. FIRST STREET g�O�ETENT I ON BAS I N <br /> SUITE 600 <br /> ` <br /> SAN JOSE, CA 95112 J ob No. 20146112 <br /> �••� �■ 408-467-9100 gy JB Date 5-27-2016 Chkd.FCG <br /> ��W 408-467-9199 (FAX) SHEET 2 �F 3 <br /> �s J E.�.Eeu���pu�a�e <br /> oad <br /> ATTY/AGRl2016.121/601 MARSHALL STREET OWNER,LLC-STMMA <br />