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6.13. - Page 49 of 77 <br />SEE ARCHITECTURAL PLAN FOR J / <br />WATERPROOFING AND DOWNSPOTLIE <br />DEEPENED <br />FOOTING PER <br />STRUCTURAL f <br />PLANS <br />ROOF DOWNSPOUT CONNECTED <br />TO PERFORATED DIFFUSER PIPE <br />OVERFLOW DRAIN (SDO), NDS 12"x12" <br />ATRIUM GRATE (#1290) WITH NDS <br />ADAPTER (#1221) <br />SEE DETAIL 2 PER SHEET L4.2 FOR <br />WATER PROOFING INFORMATION — <br />8" SOLID PVC RISER <br />TREATMENT SOIL. SEE SAN <br />MATEO COUNTY "C.3 STORM <br />WATER TECHNICAL GUIDANCE" <br />APPENDIX K FOR SOIL <br />SPECIFICATIONS <br />4" DIA. PERFORATED <br />SLOPED UNDERDRAIN <br />_ (SLOPE AT 0.5%) WITH <br />PERFORATIONS 60' APART <br />ON PIPE CONCRETE PLANTER <br />WALLS, SEE <br />LANDSCAPE PLAN <br />CALTRANS CLASS II <br />PERMEABLE ROCK <br />20 MIL M SQUEEN NON—PERMEABLE <br />LINER LOCATION <br />BRF <br />lo�ARROYSTORMEWATERRTMENTS- 707-777 BRADFORD OPERATION AND MAINTENANCESTREET <br />YEARS EXHIBIT B (CON'T) <br />ENGINEERS . SURVEYORS . PLANNERS Drawn LP Checked CFG A roved CFG <br />1730 NORTH FIRST STREET., SUITE 600 (408) 467-9100 PP <br />SAN JOSE, CA 96112 www.bkf.com Job No. 20166073 Date 02/15/2019 Sheet 2 A44 <br />