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D <br />C <br />B <br />C <br />5 <br />An imos <br />R 2.0 (lyp) <br />Concrete <br />/ <br />River <br />Access Rood <br />rSlob <br />E1 6445.1 <br />Sea 241-38.31 <br />-Irqp-33 CP -34 <br />4'is I (1728) (1128) <br />64,446 84 <br />90.00° 45. 00' <br />55 Road <br />� Soil <br />0o i2,po <br />Locking Pin <br />Cord <br />10 <br />Hotchs(typ) h <br />�� (I tee) Slope to Drain <br />(1 <br />I <br />Concrete <br />�ti ti* EJ <br />Slab <br />Intake <br />El 6448.42 <br />Structure <br />CP -1 <br />CP -12 <br />°o (i tab) <br />Rim E/ 6460.00 <br />(7 728) ; <br />See Detail 3 (1 133) <br />Trash Rocks <br />;�/ <br />r O r <br />Concrete <br />Intake Structure <br />/, �/ <br />Slab <br />Concrete Deck <br />O <br />El 6451.00 t$' <br />E16445.84 <br />Core <br />/�i / <br />f, f/ <br />Segmental <br />Retaining <br />rete <br />O <br />Walt Top of Wall <br />Slab <br />El 6445.84 <br />Et 6449.52 (typ) <br />Stage 1 Excavated <br />O Topsoil Over <br />N <br />r� Compacted <br />1 <br />6446.84 roo <br />yo �' Embankment <br />r 8' diom Perforated <br />Intake Structure <br />Concrete Deck <br />InvertP�1 6445.84 (typ) <br />soil <br />El 6451.00 <br />Blend Wall End <br />Into Slope <br />6446.84 <br />6AS <br />• <br />LP Ditch <br />+. o <br />! � Berm",/4 <br />' <br />�. 6446.0 <br />° <br />---- <br />Daylight 8" Pipe <br />PART PLAN 1 <br />f0 0 70 20 30 <br />SCALE OF FEET <br />CP -51 <br />Link Fence <br />Controller "il <br />Concrt <br />Width <br />4.00' t <br />i1 Cnnr•rafn _ <br />4 <br />3 <br />Line <br />r <br />� 1 i <br />' ' �� I I Existing <br />1 1 Power Line <br />R 2.0 (lyp) <br />(1133)13 <br />2,00 <br />Access Rood <br />�A 4.00 <br />Sea 241-38.31 <br />-Irqp-33 CP -34 <br />4'is I (1728) (1128) <br />90.00° 45. 00' <br />55 Road <br />0o i2,po <br />Concrete <br />Curb <br />Cord <br />10 <br />Render <br />R <br />p on Steel <br />(1 <br />Concrt <br />Width <br />4.00' t <br />i1 Cnnr•rafn _ <br />4 <br />3 <br />Line <br />r <br />� 1 i <br />' ' �� I I Existing <br />1 1 Power Line <br />PART PLAN 2 <br />30 3o ea <br />SCALE OF FEET <br />(1 r33) <br />12 <br />See Note 12 <br />21.50 <br />Bituminous <br />2,00 <br />Pavement b��� <br />�A 4.00 <br />-Irqp-33 CP -34 <br />4'is I (1728) (1128) <br />90.00° 45. 00' <br />(1128) <br />1 <br />6450 <br />1 <br />CP -30 (1128) <br />(1 <br />I <br />r <br />�ti ti* EJ <br />- rte•. -' <br />See Detail Plan <br />CP -6 <br />18" diom Drain Inlet <br />/� t <br />Rim E/ 6460.00 <br />See Detail 3 (1 133) <br />I ti <br />Chain Link <br />i <br />Fence See Note J3 <br />Approximate <br />Lim its of Berms <br />Constructed from <br />Stage 1 Excavated <br />r <br />N <br />r-- Rock <br />,.,.Berm /4 <br />1 <br />1 Max El 6487.0 % <br />e'41 <br />• <br />_.•. <br />• f <br />! � Berm",/4 <br />' <br />-6480 <br />_.... - Ditch <br />6472.5 <br />PART PLAN 2 <br />30 3o ea <br />SCALE OF FEET <br />(1 r33) <br />12 <br />See Note 12 <br />21.50 <br />Bituminous <br />2,00 <br />Pavement b��� <br />�A 4.00 <br />-Irqp-33 CP -34 <br />4'is I (1728) (1128) <br />90.00° 45. 00' <br />(1128) <br />1 <br />_ CP -31 (1128) <br />1 <br />CP -30 (1128) <br />(1 <br />I j � <br />11(1733) <br />�ti ti* EJ <br />Edge of Concrete Slob <br />See Detail Plan <br />CP -6 <br />18" diom Drain Inlet <br />(1128) <br />Rim E/ 6460.00 <br />See Detail 3 (1 133) <br />I ti <br />Chain Link <br />i <br />Fence See Note J3 <br />PART PLAN 5 <br />