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NO. 3 BARS TOP AND BOTTOM SLABS A, 6" ON CENTERS <br />NO. 3 BARS; BEND IN FIELD AS SHOWN <br />W `I <br /> <br />PLAN VIEW <br /> <br /> <br />ALHAMBRA A-1532 WITH BOLTS <br />N OR APPROVED EQUAL <br />22" CLEAR OPENING/ <br />NOTE FOR TYPE `C' CATCH BASIN <br />1" IF `V' IS 4' OR LESS. WALL <br />REINFORCEMENT MAY BE <br />OMITTED. <br />O 2. IF `V' IS MORE THAN 4', BUT <br />1 LESS THAN 8, USE SAME <br />WALL REINFORCEMENT AS <br />FOR TYPE `B' CATCH BASIN. <br />co 3. BACKFILL MATERIAL TO SUBGRADE <br />T SHALL BE SAND, PLACED A MIN- <br />I OF 2'LATERALLY AROUND BASIN. <br />PC" <br />V LGALVSTEP E ° <br />APRON <br />ADIUS OUTLET <br />F.T. PIPE <br />ACE OF CURB <br />2'I <br />-SEE STD. <br />6 305A <br />N <br />> v <br />".q 3/4 <br />GALV. STEPS <br />pJ <br />1. <br />_18" <br />?- <br /> <br />3'- 0' <br />vD:P <br />a.d (v <br />a <br />- •,- cn?fl <br />NOTES: CROSS SECTION <br />PLACE ONE I" DIA. SUPPORTING BOLT FOR EVERY 7' LENGTH OF <br />CATCH BASIN OPENING, SPACED EVENLY OVER THE ENTIRE OPENING. <br />WHERE SIDEWALK EXISTS ADJACENT TO CATCH BASIN, TOP SLAB <br />SHALL BE EXTENDED TO JOIN SIDEWALK. TRANSVERSE STEEL IN <br />TOP SLAB SHALL EXTEND 12" BEYOND WALL. <br />SEE STANDARD 305 AND 305A FOR DETAIL OF CATCH BASIN <br />INLET AND DEPRESSION, <br />wr of rrc viaw"D NATURE of CITY OF SANTA ANA IMPROVEMENT STANDARD STD. <br />/vo. <br />CATCH BASIN TYPE ` C <br />0 <br />APPf EO , '? c G -p CITY EG/NEIDATE 31317ty '`'