Laserfiche WebLink
0 "R Z <br /> .moi - - W FENCE <br /> r <br /> N5'BERM WITH NERIUM AS SCREEN <br /> AW <br /> m (D d BERM DRAINAGE DITCH <br /> C W fD <br /> "'I• V �KOSTER ROAD <br /> 0 SIDE SLOPES WILL BE SEEDED TO CONTROL EROSION <br /> (D BENCH DRAIN CATCH BASIN <br /> f <br /> 12'C.M.P.DOWN DRAIN <br /> 1 B"BENCH DRAIN OUTLET <br /> CL <br /> �T 0 <br /> ~ BENCHES SLOPED INWARD,TO TOE OF SLOPE(S%) <br /> C.M.P.ANCOR JTYP.I <br /> O 0 DRAINAGE DITCH,FOR IRRIGATED ROW CROPS AND BENCH DRAINAGE WITH BENCHES 15 314:1 <br /> {DRAINAGE DITCH DIMENSIONS:6'BOTTOM WIDTH x W DEEP WITH 1:1 SIDE SLOPESI FIT <br /> ENERGY DISSIPATING'TEE'AND RIP-RAP,TO CONTROL EROSON S <br /> 0 RECLAIMED FLOOR SLOPES TO DITCH 1 <br /> 1 <br /> PROFILE VIEW(TYPICAL CROSS SECTION THROUGH BENCH DRAINAGE SYSTEM) ENGINEERED FILL,1SEE NOTE 3) <br /> d <br /> DELTA MENDOTA CANAL DRAIN INLETS <br /> COLLECTOR DITCH FOR BENCH DRAINAGE <br /> CULVERT DISCHARGE TO CANAL 6'BERM WITH NERIUM <br /> O DUSTING SETTLING AND COLLECTION BASIN <br /> R <br /> yEXISTING DRAINAGE PUMP'; <br /> i w d o e <br /> CL EXISTING DRAINAGE DITCH a ` € IRRIGATION PIPE WITH DRIP EMITTER <br /> RECLAIMED OVARRY DRAINAGE w <br /> 0 ¢ C.M,P,ANCHOR ITYP.I E NERIUM w► <br /> �• LIFT TO EXISTING DITCH o u I 1.112:1 SLOP <br /> CD <br /> = b x•' <br /> rr+ 0 <br /> y n <br /> m a - <br /> -^6% 6% ! <br /> N <br /> (n BOOm SLOP� ; 4',FDVR STRAND, <br /> 07 OP OF QUARRY SIDEaBARBED WIRE FENCE <br /> 0 LOPE c c <br /> m�1�I o0 <br /> N C w RIP-RAP 12'C.M.P.DOWN DRAIN <br />` c DRAINAGE DIAGRAM PLAN VIEW(TYPICAL PLAN VIEW OVER BENCH DRAINAGE SYSEM) BERM DETAIL <br /> y <br />