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MURPHY a RIVER ROADS <br /> 67 67 1966 2 7 <br /> 1460,00 <br /> 161"00 <br /> 67 67 <br /> /660,00 <br /> Op <br /> 67 67 <br /> 157* 00 h 1711,00 <br /> 40 30 20 /0 If /0 20 30 40c j 40 30 20 /0 /0 20 30 40 <br /> 71 <br /> 71 <br /> R E D Cxistinq Pipe e 3 j <br /> 70 Headwa//s Std /46150 o CO 70 <br /> ss APPROX/MA TE S GRADE 69 <br /> R f D Cx1shhq Pl;oe E <br /> 68 Headwalls S/a /5G + /5 68 <br /> 67 LZ 67 <br /> 66 --- 66 <br /> 65 Ex/stii�q ,�'' Pro7i% 65 <br /> CMURPHY RD_ <br /> /450, 00 6 7 8 9 /501,00 / 2 3 4 5 6 7 8 9 /60"00 / 2 3 4 5 6 7 8 9 /701, 00 / ' 2 3 4 175 00 <br /> 67 67 <br /> //60,00 131s, 00 <br /> SCALE J <br /> 67 CROSS SECT/ON 67 <br /> HOR/Z. E VERT. <br /> /Z/*00 PROF/LE /36*00 <br /> s <br /> 67 <br /> 67 1 <br /> ------------- <br /> 126,400 141100 <br /> � 40 30 20 /O �' /D ZO 30 40 40 30 20 /D /O 20 30 40 <br /> h cv <br /> 7/ APPROXIMATE ,4e GRADE ° <br /> 70 �° � � � 70 <br /> 69 N � � � 0 � � b 69 <br /> ro <br /> mum000 <br /> 67 i �Existinq Structure Existing ,C Pro7i/e _ .. . 67 <br /> to Re/nair; in Place <br /> 66 I I 66 <br /> ft"Place 4 4 '- 22••x /3 •• C1H-PA. MURPHY R D. <br /> h <br /> o - <br /> � <br /> 6 7 8 9 /20100 / 2 3 4 5 6 7 8 9 /300,00 / 2 3 4 5 6 7 8 9 /400,00 / 2 3 4 /451000 <br /> M- ash <br />