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,- <br /> BID- RETENTION AREA : 2'- <br /> - <br /> SEE SHEET 19 <br /> - _ \ <br /> OVERFLOW STRUCTURE <br /> SEE SHEET 18 <br /> I <br /> TO PR SDMH #1 �, <br /> PR 8" SD - — <br /> PR SDMH #1 I® _ <br /> _ <br /> �� - . )(_- )-C--)-(-. \. CLEANOUT <br /> _° ®� }C )� -- SEE SHEET 18 <br /> cI:% _ FROM BIO-RETENTIONR411111111, iiiii AREA #1 <br /> 2 <br /> I ` P - 24"SD • 1 ..\ <br /> a 111111 ROM ' \ <br /> FTP\#2 • <br /> PR 8" S FROM • <br /> FROM BIO-RE TEN TION>,,, <br /> FTP #1 AREA #3 , <br /> It <br /> 0 <br /> Y <br /> LEGEND <br /> 0 <br /> �° STORMWATER TREATMENT AREA <br /> tp <br /> bp Pad e OVERFLOW STRUCTURE <br /> CLEANOUT <br /> GRAVITY STORM DRAIN <br /> ' --- - -- - - PERFORATED STORM SUBDRAIN <br /> no <br /> LIr GRAPHIC SCALE <br /> z o O STORMDRAIN MANHOLE <br /> 10 0 10 20 <br /> EXHIBIT B <br /> ®` ' + REDWOOD SHORELINE CA 4085re 200 DESIGN TECH HIGH SCHOOL <br /> ■�t 650/482-6300 <br /> BIORETENTION AREA #2 <br /> ® VEARS 650/482-6399 (FM) Property Owner ORACLE AMERICA INC . <br /> ENGINEERS . SVRVEYORS . PLANNERS Drawn KC Checked LW Approved CJH <br /> • • p, t; ,20140265-10 Date 05/06/16 Sheet 5 of 21 <br /> REV: 06-22-16 JS <br />