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BUILDING D <br />REFER TO <br />BUILDING <br />PERMIT DRAIWNGS <br />BEECH ST <br />FOR STAIR <br />BRIDGES <br />OVERFLOW <br />\�`. L---� <br />INLET (18"x18") <br />2" MIN. <br />- - <br />FREEBOARD <br />8" MIN. <br />- <br />STORAGE <br />FG PER GRADING <br />PROVIDE <br />CURB (WITH CURB CU <br />PLAN — 16,50 <br />OR CANE <br />RAIL BETWEEN STOOF <br />BUILDING <br />STRUCTURE <br />z BSW ELEVATION <br />4) � <br />= 18.34+ <br />DRAIN ROCK <br />____--j <br />ELEV = 14.75 <br />BASE = 13.75 <br />6" THICK BASE ' <br />ASSUMED , <br />5 <br />BOTTOM = 12.75--- J V PERFORATED 4" <br />DISCHARGE PIPE SUBDRAIN PIPE <br />FLOW-THROUGH PLANTER - BD -3 <br />N.T.S. <br />TREATMENT PLANTER NOTES <br />DETAILS PROVIDED FOR SIZING CRITERIA ONLY. REFER <br />TO BUILDING PERMIT DRAIWNGS FOR FINAL DETAILS ON <br />ALL ON-SITE PLANTERS. <br />18" LOAMY SAND PER SAN MATEO COUNTY C.3 <br />3 LJ REGULATED PROJECTS GUIDE <br />s <br />2 12" DRAIN ROCK LAYER WITH 4" PERFORATED <br />PIPE AT 0.5% MIN. SLOPE. <br />REFER TO LANDSCAPE PLANS FOR PLANTINGS <br />C3 IN COMPLIANCE WITH SAN MATEO C.3 <br />REGULATED PROJECTS GUIDE, <br />REFER TO BUILDING PERMIT DRAWINGS FOR <br />STRUCTURAL AND WATERPROOFING DETAILS <br />FOR ON-SITE TREATMENT PLANTERS. <br />EXHIBIT B3 <br />w <br />TALUS STORM WATER MAINTENANCE AGREEMENT <br />Cj <br />Z'° <br />c7 r �'— BUILDING D DETAILS <br />a ENGINEERING I PLANNING I DEVELOPMENT <br />a Job No.: 18190 Date: 01/19/22 Sheet: 03 of 06 <br />ATTY/AGR.2022.072/STMMA (Page 13 of 23) <br />