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CLEANOUT <br />WITH CAP AT <br />FINISH GRADE <br />CONCRETE FLOW <br />THROUGH <br />PLANTER BOX <br />(SEE DETAIL 1 B <br />SHEET 05) <br />2" MIN 6" MIN <br />REEBOARD PONDING <br />(TYP.) DEPTH (TYP.) <br />4 <br />12" MIN OF CLASS II PERMEABLE <br />ROCK PER CALTRANS SPECIFICATIONS. <br />4" DIA PERFORATED OR SLOTTED <br />SLOPED UNDERLAIN (SLOPED AT 0.40% <br />MIN) WITH PERFORATIONS DOWN. SEE <br />PLAN FOR CONNECTION TO C.B. & FOR <br />INVERT ELEVATION <br />OVERFLOW RISER WITH GRATE <br />SEE PLAN FOR INLET TYPE <br />6 -INCH <br />ABOVE LOW POINT OF PLANTING AREA <br />4 <br />iffiaIs <br />GRAVITY DRAIN TO <br />STORM DRAIN OR <br />DISCHARGE; <br />BOTTOM -OUT <br />BIO -TREATMENT SOIL MIX (BSM) <br />PER C.3 SPECIFICATIONS. <br />INFILTRATION RATE MIN 5"/HR MAX <br />10"/HR <br />FLOW THROUGH PLANTER PROFILE VIEW - 1 B <br />NTS <br />* DIMENSIONS ARE APPROXIMATE, TO BE FIELD VERIFIED. <br />IF STORMWATER CONTROL PLAN <br />DATE 03/03/2023 <br />SCALE N.T.S. <br />BROADWAY (OFFSITES) <br />DR. BY <br />REDWOOD CITY CALIFORNIA <br />EA <br />I<W KIER & WRIGHT <br />SOB Al 4075-1 <br />EXHIBIT B <br />CIVIL ENGINEERS & SURVEYORS, INC. <br />SHEET NO. <br />REV: 4-12-2023 SK <br />3350 Scott Boulevard, Building 22 (408) 727 6665 <br />Santa Clara, California 95054 fax (408) 727 5641 <br />O <br />18 OF 22 <br />L: \2014\A140/5\DWG\CIVIL\EXHIBITS\stormwater\broadway ploza\DFFStTES\Al4075—EX—OFFSITES—SWCP.dwg 3-06-23 01:51:45 PM nkamduang <br />ATTY/AGR.2023.072/SI XX, LLC (Broadway Plaza STMMA) (Page 30 of 55) <br />