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` DISTANCES FROM CENTER OF ROADWAY POR J, <br /> 1 <br /> CROSSSFICTIQNING. <br /> Roadway f6 feet gide. Silo 3bpes,l on 13�. <br /> C� For Single Track Embanknwit. <br /> i' z 7 H '1 0 .1 .2 .8 .4 .5 .6 .7 :$ "}' .9 H <br /> 4 i <br /> z 0 8.0 . 8.2 8.3 8.5 '84 8.8 8.9 9. 9.2 94 0 <br /> 1 9.5 9.7 9.8 10.0 10.1 10.3 10.4 10. 10.7 10.9 1 <br /> l G � _1 1 � 2 11.0 11.2 11.3 11.5 11.6 11.8 11.9 12.1 12.8 12.4 2 <br /> I 8 12.5 12.7 12.8 13.0 13.1 13.3 13.4 13.6 137 .9 3 <br /> _ . <br /> �►f :. `,t_ 4 14.0 14.2 14.3 14.5 14.6 14.8 14.9 15.1 15.2 •15.4 _4 <br /> 5 15.5 15.7 15.8 16.0 16.1 16.3 16.4 16.6 16.7 16.9 5 <br /> 6 17.0 17.2 17.3 17.5 17.6 17.8 17.9 18.1 '18.2 18.4 <br /> 7 18.5 18.7 18:8 19.0 19.1 19.3 19.4 19.6 19.7 19.9 T <br /> 8 20.0 20.2 20.3 20.5 20.6 20.8 20.9 21,1 21.2 21.4 $ <br /> 9 21.5 21.7 21.8 22.0 22.1 22.3 22.4 22.6 22.7 22.9 9 <br /> J' 10 23.0 23.2 23.3 23.5 23.6 23.8 23.9 24.1 24.2 24.4 10 <br /> 11 24.5 24.7 24.8 25.0 25.1 25.3 25.4 6 25.7 25.9 11 <br /> 1j L/ - L/ 12 26.0 86.2 26.3 26.5 26.6 26.8 26.9 - 7C1 27.2 27.4 12 <br /> 13 27.5 27.7 27.8 28.0 28.1 28.3 28.4 28.6 28.7 28.9 13 <br /> G 14 29.0 29.2 29.3 29.5 29.6 29.8 29.9 30.1 30.2 80.4 14 <br /> 14 15 30.5 30.7 30.8 31.0 31.1 '31.3 31.4 31.6 31.7 81.9 15 <br /> t 1 16 32.0 32.2 32.3 32.5 32.6 32.8 32.9 33.1 33.2 33.4 16 <br /> Ll S' SL417 33.5` 33.7 33.8 34.0 34.1 84.3 34.4 34.8 34.7 34.9 17 - <br /> 18 35.0 35.2 35.3 35.5 35.6 35.8 35.9 36.1 36.2 36.4 18 <br /> 19 36.5 36.7 36.8 37.0 37.1 37.3 37.4 37.6 37.7 37.9 19 <br /> 20 88.0 38.2 38.3 38.5 38.6 38.8 38.9 39.1 39.2 39.4 20 <br /> 21 39.5 39.7 39.8 40.0 40.1 40.3 40.4 40.6 40.7 40.9, 21 <br /> 22 41.0 41.2 41.3 41.5 41.6 41.8 41.9 42.1 42.2, 42.4 22 <br /> 23 42,5 42.7 42.8 43.0 43.1 43.3 43.4 43.6 43.7 43.9 23 <br /> ' 16 <br /> .> 24 44.0 44.2 44.3 44.5 44.6 44.8 44.9 45:1 45.2 48.4 24 <br /> y L J 25 45.5 45.7 45.8 46.0 46.1 46.3 46.4 46.6 46.7 46.9 25 <br /> 26 47.0 47.2 47.3 47.5 47.6 47.8 47.9 48.1 48.2 48.4 26 <br /> 5 - r 27 4$,5 48.7 48.8 49.0 49.1 49.3 49.4 49.6. 49.7 49.9 27 <br /> %.^ ! 28 Ann.'-' 50.8 50.5 50.6 50.8 50.9 51.1 51.2 b1.4 28 <br /> 29 $ .7 51.8 52.0 52.1 52.3 52.4 52.6 52.7 52.9 29 <br /> S 30 .2 53.3 53.5 53.6 53.8 53.9 54.1 54.2 54.4 80. <br /> f y 5 8Z #.7 54.8 55.0 55.1 55.3 55.4 55.6 55.7 55.9 31, <br /> 99.2 86.3 56.5 56.9 56.8 56.9 57.1 57.2 57.4 32 <br /> 0 57.7 57.8 58.0 58.1 58.3 58.4 58.6 58.7 58.9 88 <br /> 59.2 59.3 59.5 59.6 59.8 59.9 60.1 2 60.4 84 <br /> 60.7 60.8 61.0 61.1 61.3 61.4 61.8 .7 61.9 35 <br /> `I o 62.2 62.3 62.5 62.6 62.8 62.9 .1 .63.2 63.4 86 <br /> - t ! $3.7 63.8 64.0 64.1 64.3 64.4 64.6 64.7 64.9 37 <br /> IA 65.2 65.3 65.5 65.6 65.8 65.9 66.1 66.2 66.4 88 <br /> 66.7 66.8 67.0 67.1 67.3 67.4 67.6 67.7 67.9 89 <br /> Z Z. 3 Y 68.2 68.3 68.5 68.6 88.8 68.9 69.1 69.2 69A 40 <br /> '�'�"""'-' z ple-If point is 22.6 ft.above made,bow far should it be from neater Tine to <br /> 3 C` �' stake point? .Ans.from Table 41.9. Vwje" but otter widths of <br /> aorros0 above figures by ons••half difference in+vndth of rokdbe thus is esample <br /> 20 it.�0o1bed distance will be 41.9-{-(20-1f1)t2 or 2 it.added to 41.9 X5,9. <br /> of 1 on Y see inside of front cover. <br /> • <br /> Made In aegnaar. <br /> ,. <br /> e <br /> 'k <br /> y <br />