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TOP OF CURB GRADES AS <br />SHOWN ON GRADING PLANS <br />PROVIDE BREAKS IN SIDEWALK <br />AT LOCATIONS SHOWN ON <br />GRADING PLAN SHEETS <br />3" MULCH <br />12" WIDE x 10" MIN DEEP ACO TRENCH DRAIN <br />(KLASSIKDRAIN K300-030 NEUTRAL CHANNEL) <br />AT CONNECTIONS BETWEEN ADJACENT PLANTERS <br />AS SHOWN ON GRADING PLANS <br />18"x18" OVERFLOW STRUCTURE, <br />2 MIN. <br />OLDCASTLE OR APPROVED EQUAL FREEBOARD FINISH GRADE SHOWN ON GRADING PLAN <br />3" MIN, IS TAKEN AT TOP OF 18" LAYER OF C.3 <br />STORAGE COMPLIANT LOAMY SAN MIX. <br />_T -r- _-______-�_ - - E---- <br />C <br />01 <br />PERFORATED SUBDRAIN 4" PIPE <br />PLACED AT 0.5% MIN. SLOPE <br />PUBLIC FLOW-THROUGH <br />N.T.S. <br />TREATMENT PLANTER NOTES <br />1 18" LOAMY SAND PER SAN MATEO COUNTY <br />C.3 REGULATED PROJECTS GUIDE <br />/1 12" DRAIN ROCK (CALTRANS CLASS 2 PERMEABLE) <br />LJ LAYER WITH 4" PERFORATED PIPE AT 0.5% MIN, SLOPE. <br />REFER TO LANDSCAPE PLANS FOR PLANTINGS IN <br />COMPLIANCE WITH SAN MATEO C.3 REGULATED <br />PROJECTS GUIDE. <br />(i) rams <br />ENGINEERINGr f~ <br />I UINNfNG I DEVEL.Op NT <br />URB TO EXTEND 4" ABOVE <br />ADJACENT SIDEWALK. CURB <br />CUTS TO BE PLACED AS <br />SHOWN ON GRADING PLANS. <br />CONCRETE CAP SEE NOTE 2 <br />6" THICK PCC CONCRETE WITH <br />#4 REBAR REINFORCEMENT AT <br />12" OC/EW, MAINTAIN 2" MIN, <br />CLEAR ON ALL SIDES; PROVIDE <br />12" MIN. OVERLAP AT EXTENSIO <br />PLANTER <br />� STORM WATEREXHIBIT <br />MA1NTE Bs <br />MANCE AGREEMENT <br />Job No.: 18190 PUBLIC FLOW-THROUGH PLANTER: E-3 <br />Date: 01/19/22 Sheet: 06 of 06 <br />ATTY/AGR.2022.072/STMMA (Page 16 of 23) <br />