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_ Of <br /> HYDROSEED BENEATH <br /> HYDROSEED BENEATH 24" REBAR, EMBEDDED 12" ANTI—EROSION MAT <br /> ANTI—EROSION MAT 15" SINGLE WALL CPP ANTI—EROSION MAT <br /> ANTI—EROSION MAT 15 CPP COUPLING <br /> „BAND (1 OF 2) CROSS—SLOPE TEE <br /> BERM <br /> TEE <br /> 48" REBAR, EMBEDDED 24" <br /> VARIES '' <br /> COMPACTED SOIL _ COBBLESTONE .r <br /> OR RIP—RAP a <br /> 12" MIN <br /> PERIMETER <br /> t DITCH <br /> ANCHOR TRENCH <br /> w ANCHOR TRENCH (4" DEEP) <br /> ~ (4" DEEP) ANTI—EROSION MAT <br /> CROSS—SLOPE BERM TYPICAL DOWNDRAIN _ <br /> 1SEMW <br /> SCALE: 1" = 5'-0" ' � SCALE: 1" = 5'-0" <br /> REBAR <br /> DOWNDRAIN <br /> REBAR <br /> S ANTI—EROSION MAT <br /> o > COBBLESTONE ANTI—EROSION MAT <br /> OR RIP RAP <br /> rn HYDROSEED BENEATH <br /> 1 ANTI—EROSION ANTI—EROSION MAT <br /> MAT <br /> � o a <br /> N 5.0' , <br /> 4.0 g S <br /> ° ° 2.w 1-94 <br /> 0' t �t <br /> a a <br /> � <br /> 12" 12" OVERLAP s� <br /> PERIMETER DITCH OVERLAP ! 4.0� <br /> _. <br /> ___ — ee_. <br /> E <br /> — 6.5' <br /> E <br /> TYPICAL DOWNDRAIN DISCHARGE PERIMETER DITCH <br /> B SCALE: 1" = 5'-0 <br /> o SCALE: = 5'-0" e <br /> --i Sheet No. <br /> COUNTY OF SAN JOAQUIN SCALE AS DETAILS s� �' °�' 2 of 2 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMfTTED DATE APPROVAL RECOMMENDED DATE <br /> N. ZARIF 4/03 <br />