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;u h � DISTANCES FROM CENTER OF ROADWAY FOR <br /> i v 3 7 1 I I - -- n �I`� I�Iu CROSSSECTIONING. <br /> s: o / Roadway 16 feet wide. Side Slopes 1 on I Z J , 3j. <br /> 6/4- 74- <br /> z z S fa For Single Track Embankment. <br /> s`tp' J - !14 NE, <br /> 9.g � dei , HI) 0 .1 .2 .3, I .4 1 .5 .6 1 .7 .8 I .9 ''` .H <br /> i <br /> L 0 8.0 8.2 8.3 8.5 8.6 8.8 8.9 9.1 9.2 9.4 0 <br /> 9.5 9.7 9.8 10.0" iQ.l .10.3 10:4 10.0 10.7 10,9 1 <br /> 2 11.0 11.2 •11.8 11.5 11.6 11.8 11.9 12.1 12.2 12.4 2 <br /> -1 L e y 3 ! � ? 3 12.5 12.7 12.8 13.0 13.1 13.3 18.4 13.6 13.7. 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 /> Jz 5 15.5 15.7 15.8 '16.0 16.1 16.3 16.4 16.6 1 .7 16.b 5 <br /> c, � I <br /> 16 17.0 17.2 17.3 17.5 17.8 17.8 17.9 18,1 1 .2 18.4 6 <br /> ' -5 sot�r it G'• ' 7 18.5 18.7 18.8 19.0 19.1 19.8 19.4 19.6 1#1 19.9 7 <br /> ; 8 20.0 20.2 20.3 20.5 20.6 20.8 20.9 21,1 .2 21.4 8 <br /> "J 3 9 21.5 21.7 21.8 22.0 22.1 22.3 22.4 22.6 S. <br /> 7 22.9 9 ; <br /> / 0 23.0 23.2 23.3 23.5 .23.6 23.8 23.9 24.1 24.2 .24.4 10 <br /> 24.5 24.7 24.8 25.0 25.1 25.3 25.4 25.6 25.7 25.9 11 <br /> 1_5 y ;,q, u, ". . 2 26.0 25.2 26.3 26.5 26.6 26.8 26.9 27.1 27.2 27.4 12 f <br /> i= 3 66, 3 27.5 27,7 27.8 28.0 28.1 28.3 28.4 28.6 28.7 28.9 13 <br /> �y��� 4 29.0 29.2 29.3 29.5 29.6 29.8 29.9 8.0.1 8%2 30.4 14 <br /> 1 ?4'7rr 5 30.5 30.7 30.8 31.0 31.1 31.3 81.4 81.6 31.7 31.9 15: <br /> r y y e 4 ", 6 32.0 32.2 32.3 32.5 32.6 82.8 32.9 83.1 33.2 $3.4 1 <br /> 2 z d f♦f? 3 7 83.5 33.7 33.8 34.0 34.1 84.8 34.4 34.6 84.7 34.9 7 <br /> s._r 8 135.0 35.2 35.3 35.5 35.6 35.8 35.9 36.1 36.2 36.4 18 <br /> 9 36.5 86.7. 36.8 37.0 37.1 87.3 37.4 87.6 37.7 37.9 19 <br /> ' <� ` ► 38.0 38.2 38.3 38.5 38.8 38.8 38.9 89.1: 88.2 ,39. 20 <br /> 1 39.5 39.7 39.8 40.0 40.1 40.3 40.4 40.6 40.7 40 21 <br /> 41.0 41.2 41.3 41.5 41.6 41.8 41.9 42.1 42.2 .4 22 <br /> - 42.5 42.7 42.8 43.0 43.1 43.3 43.4 43.6 43.7 .9 23 <br /> 4 44.0 44.2 44.3. 44.5 44.6 44.8 44.9 45.1 45.2 .4 24 <br /> 45.5 45.7 45.8 46.0 46.1 46.3 •46.4 46.6 46.7 46.9 25 <br /> C, 1 47.0 47.2 47.3 47.5 47.6 47.8 47.9 48.1 48. 48.4 26 <br /> 48.5 48.7 48.8 49.0 49.1 49.3 49.4 49.6 49. 49:9 27 <br /> 8 50.0 50.2 50.3 50.5 50.6 50.8 50.9 51.1 51 51.4 28 , <br /> .2 s 9 51.5 51.7 51.8 52.0 52.1 52.3 52.4 52.6 5 .7 52.9 29 <br /> 0 53.0 53.2 53.3 53.5 53.6 53.8 53.9 54.1 .2 54A 80 <br /> 1 54.5 54.7 54.8 55.0 55.1 55.3 55.4 55.6 $5.7 55.9 31 <br /> 2 56.0 56.2 56.3 56.5 56.6 56.8 56.9 57.1 57.2 57.4 32 <br /> o, 3 57.5 _57.7 57.8 58.0 58.1 58.3 58.4 58.6 58.7 .58.9 83 <br /> 59.0 59.2 59.3 59.5 59.6 59.8 59.9 60.1 60.2 60.4 34 <br /> 5 60.5 60.7 60.8 61180 61.1 61.3 61.4 61.6 61.7 61.9 35 <br /> .:. 62.0 62.2, 62.3 62.5 62.6 62.8 62.9 63.1 63.2 63.4 36 <br /> ? <br /> 63.5 63.7 83.8 64.0 64.1 64.3 64.4 64.6 64.7 84.9 87 <br /> 1 H 65.0 65.2 65.3 65.5 65.6 65.8 65.9 66.1 66.2 66.4 38 <br /> 9 66.5 66.7 66.8 67.0 67.1 67.3 67.4 67.6 67.7 67.9 39 <br /> 68.0 68.2 68.3 68.5 68.6 68.8 68.9 69.1 69.2 69.4 40 <br /> J p gsemple-If <br /> point is 22.8 it.above grade,Low far should it be from center line to <br /> s slope stake po[nOS Ane.from Table 41.9. For same slopes but other widths of <br /> bed correct above figures by(rhalf difference in width of roadbed;thus in exam Is <br /> 7- for soft.roadbed distance trill be 41.9-h(20-18)*2 or 2 ft.added to 41.9=48.9. <br /> elopes of 1 an 1 sea inside of front cover. <br /> �y. Copyright,1914,by Eugene Dietsgen Co. Hada to Qermsy. <br /> v • <br /> AND <br />