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8.A. - Page 138 of 154 <br />SDCO <br />OVERFLOW DRAIN— TOP OF SILVA CELLS <br />Pi lJ <br />G <br />0 K (D N 6' <br />L 1 <br />R S <br />_ T <br />SILVA CELL DECK <br />SILVA CELL POST <br />SILVA CELL BASE <br />SILVA CELL SYSTEM (DECK, RASE, AND POSTS) SILVA CELL COMPONENTS <br />V8' TREATMENT SOIL, INFILTRATION RATE 5 TO 10 WHIR <br />TREATMENT SOIL SPECIFICATION, SEE APPENDIX K IN SMCWPPP C3 STORMWATER HANDBOOK DATED JUNE 2015) <br />O12" DRAIN ROCK <br />(CLASS If PERMEABLE MATERIAL PER CALTRANS STANDARD SPECIFICATIONS, SECTION 68-2.02F) <br />Q GEOTEXTILE (MIRAFI 1443N OR APPROVED EQUAL) TO KEEP AGGREGATE FROM MIGRATING DOWN THROUGH CELL DECK <br />(2)CLASS II AGGREGATE BASE COURSE, DEPTH VARIES ACROSS SECTION <br />!Q PEDESTRIAN SIDEWALK, SEE LANDSCAPE PLANS FOR LAYOUT & DETAILS <br />S" PERFORATED DISTRIBUTION PIPE <br />QK CALTRANS CLASS 2 DRAIN ROCK <br />Q8- PERFORATED COLLECTOR PIPE <br />Q STORM DRAIN CLEANOUT <br />O CECGRID, ATTACH TO CELL FRAMES WITH CABLE TIES <br />Q CABLE TIES, ATTACHING GEOGRID TO SILVA CELL LEG <br />O 1" — 4" (25 mm — 14Qmm) SPACING BETWEEN SILVA CELLS AT BASE <br />@4- (100 mm) MIN AGGREGATE SUB BASE, COMPACTED TO 95% PROCTOR <br />Q GEOTEXTILE (MIRAF1 140N OR APPROVED EQUAL), TO PROVIDE SEPARATION BETWEEN SUBGRADE AND AGGREGATE BASE <br />( SUBGRADE, COMPACTED TO 95% PROCTOR <br />QPIN, PER SILVA CELL SPECIFICATIONS. TO KEEP CELLS IN PLACE DURING CONSTRUCTION <br />@ OVERFLOW DRAIN <br />'M B k F looYEARS + EXHIBIT <br />SILVA CELL DETAIL Ex -36 <br />ENGINEERS . SURVEYORS . PLANNERSDrawn: AA Checked- JM Approved: JM <br />1330 N. FIRST 91R�i (108 —187-9100 <br />S,1N .psr, CA 95112 www. kf.c_ Job No.: 20166086 Datc:12/01/2020 <br />REV: 01-20-21 PR <br />ATTYIAGR.2021.009/1548 Maple LLC (1548 Maple - STMMA) (Page 19 of 34) 350 <br />