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REFER TO FINAL IMPROVEMENT PLANS FOR TRACT 8519 FILE AT THE CITY OF SAN LEANDRO. <br />12" WIDE CURB OPENING 0 10' O.C. <br />2" DIA COBBLE 0 CURB OPENINGS AND CURB <br />DRAIN (18"X18"X6") TOP OF COBBLE SHALL BE <br />2-(MIN) BELOW THE INVERT OF THE CURB DRAIN <br />OR CURB OPENING. <br />BlO—RE7E'N770N AREA <br />BIO— 7REA 7MEN T SOIL (BSM) MIX <br />PER ATTACHMENT "L , MUNICIPAL <br />REGIONAL STORMWA7E'R PERMIT <br />(MRP) PROVISION C.3 c.l (1)(b)(vi) <br />4" PERFORATED DRAIN PIPE <br />8" COLLECTOR PIPE <br />" LIP ® GUTTER <br />A COLD JOINT SHALL BE PLACED AT <br />THIS LOCA 77ON IF THE CONTRACTOR <br />CHOOSES TO CONSTRUCT THE CURB & <br />GUTTER IN TWO SEPARATF POURS. <br />14 BAR ® 18" 0. C. <br />EACH WA Y CENTERED IN WALL <br />BIORETENTION AREA NEXT TO CURB <br />NOT TO SCALE <br />EXHIBIT "B-2" STORMWATER MANAGEMENT PLAN <br />TRACT 8619 - MAPLE LANE <br />CITY OF BAN LEANDRO, ALAMEDA COUNTY, CALIFORNIA <br />1\p 11 <br />RUGGERI-JENSEN-AZAR <br />ENGINEERS " PLANNERS • SURVEYORS <br />4690 CHABOT DRIVE, SUITE 200 PLEASANTON, CA 94588 <br />PHONE: (925) 227-9100 FAX: (925) 227-9300 <br />DATE: FEBRUARY 2021 SHEET 3 OF 5 <br />