Laserfiche WebLink
CLEANOUT WITH CAP AT FINAL GRADE <br />(SEE MUNICIPAL STANDARD DRAWING) <br />BEGINNING OF LINE <br />FG <br />---- <br />45.32 TG <br />CHRISTY V24 <br />OR APPROVED EQUAL <br />OVERFLOW RISER <br />W/ GRATE <br />�- 44.82 FG <br />Tc <br />FG <br />2 <br />810—TREATMENT(BSM) <br />SOIL MIX PER SPECS = pp UNDERDRAIN CLEANOUT <br />cx� WITH RIM TO FINISH GRADE. <br />12' MIN OF CLASS II <br />PERMEABLE VIRGIN ROCK <br />PER CALTRANS�' <br />SPECIFICATIONS c <br />NATIVE SOIL DO NOT COMPACT <br />4' PERFORATED OR SLOTTED SLOPED <br />UNDERDRAIN (SLOPE AT 0.5X MIN) <br />WITH PERFORATIONS DOWN, fL 6' OVERFLOW PIPE <br />SEE PLAN FOR CONNECTION S=IX MIN <br />TO CATCH BASIN & FOR INVERT ELEVATION <br />BIORETENTION DETAIL <br />NTS <br />EXHIBIT B <br />BIORETENTION DETAIL <br />1460 KENTFIELD AVE <br />ENGINEERING I <br />598 E Santo Clara St, #270 <br />San Jose, Ca 95112 <br />Redwood City California (408) 386 7408 <br />SCh: NO SCALE DATE:01/13/2] <br />DR. NAME PROECT N0. SHEET 2 OF 3 <br />a _ _ <br />A7TY/AGR.2023.134/Cypress Capital Partners 2019, LP (1460 Kentfield Ave) (Page 11 of 18) <br />