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OVERLAND RELEASE <br />o <br />o <br />o <br />o <br />o <br />1/2" TO 3/4"o <br />CLEAN ANGULAR <br />DRAIN ROCK a <br />Cy7/ a o a o a v a�a�D <br />0 o a <br />CATCH BASIN <br />T --FILTER FABRIC LINES TOP, <br />— V—ffF'41 —1 BOTTOM AND SIDES OF <br />DISSIPATION FIELD <br />SEE PLAN FOR DIMENSIONS <br />DETAIL OF INFILTRATION DEVICE <br />PERMEABLE PAVER— FULL INFILTRATION TO SOIL SUBGRADE <br />JOINT MATERIAL ASTM No 8, B9, OP 9 (CSA 1 U-25 OR 5-2 5) AGGREGATE, OR— <br />E <br />EARTH <br />COVER <br />4'-6" <br />DRAIN <br />ROCK <br />EQUIVALENT, SURFACE WATER FLOWS THROUGH IT <br />BASE COURSE, 4" (100 mm) CONCRETE CURB <br />ASTM No. 57 (CSA 20-5) AGGREGATE, OR EQUIVALEN T <br />MAINTAIN JOINT WIDTH <br />BEDDING COURSE 2' 50 mm)ASTM No B CSA 10-25 ADJACENT TO CU RB VEGETATIVESTABIUZE O ER AREA WITH <br />( rI .� <br />AGGREGATE, OR EQUIVALEN T VEGETATIVE COVER OR AS REQU IRED <br />PERMEABLE PAVER <br />FROM TECHO-BLOC .. <br />EXTEND SUBBASE 6' (150 mm) MIN <br />BEYOND CURB/EDGING <br />7 <br />---- -- — -------J <br />SUBBASE COURSE, 6'(150 mm) MIN <br />COMPACTED SUBGRADE' ASTM No 2,3 OR 4 (CSA 00-40,56-28 OR40-20) AGGREGATE, OR EQUIVALENT <br />","TILE ON BOTTOM OF SUBBASE <br />AND SIDES OF SUBBASE/BASE <br />DETAIL OF SECTION OF PERVIOUS PAVER <br />PAGE 2 OF 2 <br />EXHIBIT B 2625 MIDDLEFIELD RD #658 TEL:650 823-6466 <br />DRAINAGE MANAGEMENT PLAN W E ( ) <br />3079 PAGE STREET, REDWOOD CITY, CA $ ASSOCIATES PALO ALTO, CA 94306 FAX: (650) 887-1294 <br />REV: 02-17-260W AGR.2026.041/Lucio Flores Sanchez and Maria J. Garcia-Acosta(3079 Page St) (Page 11 of 14) <br />