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DISTANCES FROM CENTER OF ROADWAY FOR CROSS-SECONiNG. zm Roadway 16 feet wide. Side Slopes I on I for Single Track En*wdAwL 0 I .1 2 .3 I .4 .5 .6 .7 .8 8.0 8.2 8.3. 8.5 8.6 8.8 8.9 9.1 9.2 9.4 0 9.5 9.7 9.8 10.0 10.1 10:3 10.4 10.6 10.7 10.9 1 =" 11.0 11.2 11.3 11.5 11.6 11.8 119 12.1 12,2 12.4 2 f ` 12.5 12.7 12.8 13.0 13.1 13.3 ,13.4 13.6 13.7 13.9 3 f 14.0 14.2 14.3 14.5 14.6 14.8 14.9 15.1 15.3 .15.4 4 15.5 15.7 15.8 16.0 16.1 16.3 16.4 16.6 16.7 16.9 5 17.0 17.2 17.3 17.5 17.6 17.8 17.9 18.1 18.2181.4 6 18.5 18.7 18.8 19.0 19.1 19.3 19.4 19.6 19.7 19.9 7 20.0 20.2 20.3 20.5 20.6 20.8 20.9 21.1 21.2 21.4 8 % - 21.5 21.7 21.8 22.0 22.1 22.3 22.4 22.6 22.7 22.9 9 23.0 23.2 23.3 23.5 23.6 23.8 23.9 24.1 24.2 24.4 10 24.5 24:7 24.8 25.0 25.1 25.3 25.4 25.6 35.7 25,9 11 26.0 25.2 26.3 26.5 26.6 26.8 26.9 27.1 27.2 27.4 12 27.5 27.7 27.8 28.0 28.1 28.3 28.4 28.6 28.7 28.9 '13 29.0 29.2 29.3 29.5 29.6 29.8 29.9 30.1 80.230.4' 30.5 30.7 30.8 31.0 31.1 31.3 31.4 31.6 311. 31 1; 4q 32.0 32.2 32.3 32.5 32.6 32.8 32.9 33.1 33.2 33.5 33.7 33.8 34.0 34.1 34.3 34.4 34.6 34.7 35.0 35.2 35.3 35.5 35.6 35.8 35.9 36.1 36.2 - -� 36.5 36.7 36.8 37.0 37.1 37.3 37.4 37.6 37.7 1g V 38.0 38.2 38.3 38.5 38.6 88.8 38.9 39.1 39.2 89.4 20 39.8 39.7 39.8 40.0 40.1 40.3 40.4 40.6 40.7 40 21 41.0 41.2 41.3 41.5 41.6 41.8 41.9 42.1 42.2 42; ,22 . �!2`L : 42.5 .42.7 42.8 43.0 43.1 43.3 43.4 43.6 43.7 43:9 23 44.0 l4.2 44.3 44.5 44.6 44.8 44.9 45.1 45.2 45.4 24 ¢-a '45:5 45.7 45.8 46.0 46.1 46.3 46.4 46.6 46.7 46.9, 25 6 47.0 47.2 47.3 47.5 47.6 47.8 47.9 48.1 49.2 48.4 26 48.5 48.7 48.8 49.0 49.1 49.3 49.4 49.6 49.7 49.9 27 8 50:0 50.2 50.3 50.5 50.6 50.8 50.9 51.1 51.2 51.4 28 51.5 51.7 51.8 52.0 52.1 52.3 52.4 52.6 52.7 52.9 29 53:0 53.2 53.3 53.5 53.6 53.8 53.9 54.1 54.2 54.4 30 1 154.5 54.7 54.8 55.0 55.1 55.3 55.4 55.6 55.7 85.9 31 56.0 562 56.3 56.5 56.6 56.8 56.9 57.1 57.2 57.4 32 3 57.5 57.7 57.8 58.0 58.1 58.3 58.4 58.6 58.7 58.9 33 4 59.0 59.2 59.3 59.5 59.6 59.8 59.9 60.1 8( 34 5 60.5 60.7 60.8 61.0 61.1 61.3 61.4 61.6 61.7 61.9 35 I ' 6 62.0 62.2 62.3 .62.5 62.6 62.8 62.9 63. 63.2 63.4 36 r, 7 68.5 63.7 63.8 64.0 64.1 64.3 64.4 64.6 64.7 64.9 37 -' 65.0 65.2 65.3 65.5 65.6 65.8 65.9 66.1 66.2 66.4, 38 f 66.5 66.7 66.8 67.0 67.1 67.3 67.4 67.6 67.7 67.9 39 68.0 68.2 68.3 68.5 68.6 68.8 68:9 69.1 69.2 69.4 40 !trample-If pp$►t is 22.6 ft.above grade,howler should it be from canter line to r stake�wntt Ane.from Table 41.9. For same slopes but other Widths of oorseet above fit-by epe- 188erenae in width of m thus in example for 20!L saadbod cUstanab*M;bs Lg+(20 -16)t2 or 2 ft.added to,fi"-43.9. or dopes of I on 1 we ioaide of frons eaves. Mode in flenaaay.