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DISTANCES FROM CENTM OF ROADWAY FOR <br /> CROSS-SECTIONING. , <br /> Rtiedway 16 feet wide. •Side Sbpes 1 on 1�. <br /> For Single Track Embadkme!nL <br /> is s s (• " f- H I 0 .1 I .2 I .3 l .5 .6 .7 I .8 I .9 II H <br /> 7, <br /> /s /?y 0 8.0 8.2 8.3 8.5 86:, 8.8 8.9 9.1 9.2 9.4 0 <br /> 1 9.5 9.7 9.8 10.0 10.1, IW 10.4 10.6 10.7 10.9 . 1 <br /> -_G •2 11.0 11.2 11.3 11.5 11.6. 11.&•11.9 12.1 12.2 12.4 2 <br /> O0 /s, `r/ 3 12.5 12.7 12.8 13.0 13.1 13.3 13.4 13.6 18.7 .13.9 3 <br /> 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 16.3 164 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 6 <br /> 7 18.5 18.7 18.8 19.0 19.1 19.3 19.4 19.6 19.7 19.9 7 <br /> 8 20.0 20.2 20.3 20.5 20.6 20.8 20.9 21.1 21.2 21.4 8 <br /> 9 21.5 21.7 21.8 22.0 22.1 22.3 22.4 22.6 22.7 22.9 9 <br /> > /} 10 23.0 23.2 23.3 23.5 23.6 23.8 23.9 24.1 24.2 24.4 10 <br /> 11 24.51 24.7 24.8 25.0 25.1 25.3 25.4 25.6 25.7 25.9. 11 <br /> 12 26.0 26.2 26.3 26.5 26.6 26.8 26.9 27.1 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 /> _ 14 29.0 29.2 29.3 29.5 29.6 29.8 29.9 80.1 30.2 30-4 14 <br /> + J =7 'JG C 15 30.5 30.7 30.8 31.0 31.1 31.3 31.4 81.6 31.7 31.9 15 <br /> 16 32.0 32.2 32.3 32.5 32.6 32,8 32.9 33.1. 33.2 33.4 16 <br /> 17 33.5 33.7 33.8 34.0 34.1 34.3 34.4 34.6 34.7 34.9 17 <br /> (o b o 18 35.0 35.2 35.3 35.5 35.6 35.8 35.9 36.1 3612 36.4 18 <br /> 3 <br /> 19 36.5 36.7 36.$ 37.0 37.1 37.3 37.4 37.6 37.7 37.9 .19 20 38.0 38.2 38.3 38.5 38.6 38.8 38.9 39.1 39.2 39.4 20 <br /> -1 3C 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 /> 2._3 -3 y 4 23 42.5 42.7 42.8 43.0 43.1 43.3 43.4 43.6 43.7 43.9 23 <br /> 24 44.0 44.2 44.3 44.5 44.6 44.8 44.9 45.1 45.2 45.4 24 <br /> 05 45.5 45.7 45.8 46.0 46.1 46.3 46.4 46.6 46.7 46.9 25 <br /> 6 47.0 47.2 47.3 47.5 47.6 47.8 47.9 48.1 48.2 48.4 26 <br /> 27 48.5 48.7 48.8 49.0 49.1 49.3 49.4 49.6 49.7 49.9 27 <br /> 28 50.0 50.2 50.3 50.5 50.6 50.8 50.9 51.1 51.2 51.4 28 <br /> ,d 29 51.5 51.7 51.8 52.0 52.1 52.3 52.4 52.6 52.7 52.9 29 <br /> 30 53.0 53.2 53.3 53.5 53.6 53.8 53.9 54.1 54.2 54.4 30 <br /> 31 54.5 54.7 54.8 55.0 55.1 55.3 55.4 55.6 55.7 55.9 31 <br /> 32 56.0 56.2 56.3 56.5 56.6 56.8 56.9 57.1 57.2 57.4 32 <br /> 33 57.5 57.7 57.8 58.0 58.1 58.3 58.4 .58.6 58.7 58.9 33 <br /> a 34 59.0 59.2 59.3. 59.5 59.6 59.8 59.9 60.1 60.2 60.4 84 <br /> 35 60.0 60.7 60.8 61.0 61.1 61.3 61.4 61.6 61.7 61.9 35 <br /> 36 62.0 62.2. 62.3 62.5 62.6 62.8 62.9 63.1 63.2 63.4 36 <br /> I 37 163.5 63.7 63.8 64.0 64.1 64.3 64.4 64.6 64.7 64.9 37 <br /> 6� 2 38 65.0 65.2 65.3 65.5 65.6 65.8 65.9 66.1 66.2 66.4 389 <br /> 39 66,5 66.7 66.8 67.0 67.1 67.3 67.4 67.6 67.7 67.9 3 <br /> PL 40 `M.0 68.2 68.3 68.5 68.6 88.8 68.9 89.1 69.2 89.4 40 <br /> f' z� Q. Example-If point is 22.8 ft.above grade,}lbw fax should it be from center line to <br /> . _ i r be a slope stake point? Ane.from Table 41.9. For name slopes but other widths of <br /> /'' .�' roadbed correct above figures by one-half difference in width of roadbed;thus in exam <br /> 'above for 20 ft.roadbed distance will be 41.9 -(20-18)+2 or 2 ft.added to 41.9 X43:8. <br /> Fos elopes of 1 on 1 see inside of front cover. <br /> Made in Germany. <br /> Y <br /> • <br />