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MURPHY a RIVER ROADS <br /> 68 68 1966 4 7 <br /> ,54+00 690, 00 <br /> 68 68 <br /> 5900 74'-00 <br /> 6868 - --- — <br /> - - 64 ,400 — 79,-00 <br /> 50 40 30 20 /0 /0 20 30 40 50 50 40 30 20 /0 Ir /0 20 30 40 50 <br /> � h <br /> WW � h <br /> 7/ 7/ <br /> 70 .o ro APPROX/MATE GRA DE _ 70 <br /> 69 � � � _ 69 <br /> 68 68 <br /> 67 - T — — _ 67 <br /> Existing .� Profi/e <br /> RIVER RD. <br /> 50,-00 / 2 3 4 5 6 7 8 9 60,400 / 2 3 4 5 6 7 8 9 70 ,- 00 / 2 3 4 5 6 7 8 9 80100 <br /> o SCSI L E <br /> \ CROSS SECT/ON <br /> 67 s HoRlze vewr. <br /> 296o,00 PROF/LE <br /> O <br /> 67 E--- s <br /> 24/,-00 <br /> 246Lij <br /> V <br /> 40 30 20 /0 /0 20 30 40 <br /> IsZ <br /> 7/ APPROXIMATE 9 GRADE <br /> 70 Con�orrr� fo Edge of Pavement <br /> 69 <br /> 69 rl'i <br /> Sta. 24.5x.45 Exis1inq Pipes <br /> 67 - i i i StraCfare fo Remain in Place <br /> 66 <br /> 65 Exisfinq Pro fi/e <br /> MURPHY RD . <br /> i <br /> 235100 6 7 8 9 240,400 / 2 3 4 5 6 7 8 9 250,400 <br />