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Z 6 -71 <br /> DISTANCES FROM CENTER OF ROADWAY FOR <br /> 29ot�a 7/ <br /> • CROSSSECTTONTNG. <br /> Roadway 16 feet wide. Side 510�es 1 or,ice•o <br /> �. For Single Track Embankment. <br /> .1 I .2 ( .3 I .4 1 .5 .6 .�! .8 .9 H <br /> 0 8,0 8.2 8.3 8.5 8.6 .8.8 8.9 9.1 '9.2 9.4 0 <br /> ' 1 95 9.7 9.8 10.0 10.1 10.3 10.4 10.6 10.7 10.9 1 <br /> 2 11.0 11.2 11.3 11.5 11.6 11.8 11.9 12.1 12.2 12.4 2 <br /> 3 12.5 12.7 12.8 13.0 13.1 13.3 13.4 13.6 13.7 13.0 8 <br /> 4 14.0 14.2 14.3 14.5 14.6 14.8 14.9 15.1 15.3 15.4 <br /> c' 5 15.5 15.7 15.8 16.0 1$.1 16.3 16.4 18.6 16.7 16.4 <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 19,8 1.9.7 19.9 7 <br /> \'a 8 20.0 20.2 20.3 20.5 20.6 20.8 20.9 21.1 21.2 21.4 8 <br /> V 9 21.5 21.7 21.8 22.0 22.1 22.3 22.4 22.6 22.7 22.9 9 <br /> I 7 "�� 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 25.6 25.7 26.9 11 <br /> - r 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 28411, 18 <br /> 14 29.0 29,2 29.3 29.5 29.6 29.8 29.9 30.1 80.2 80.4 14 <br /> 15 30.5 --30.7 30.8 31.0 31.1 31.3 31:4 31.6 81.7 31.9 15 <br /> j 16 32.0 32.2 32.3 32.5 32.6 32.8 329 33.1 33.2 93.4 16 <br /> �? lA ` 17 33.5 33.7 33.8 34.0 34.1 34.3 34.4 34.6 34.7 84.9 17 <br /> I 18 35.0 35.2 35.3 35.5 35.6 35.8 35.9 36.1 36.2 $0.4 I8 <br /> 19 36.5 36.7 36.8 37.0 37.1 37.3 37.4 37.6 31.7 87.9 19 <br /> 20 3$.0 38.2 38.3 38.5 38.6 38.8 38.9 39.1 39.2 39.4 '20 <br /> O 21 -39.5 39.7 39.8 40.0 40.1 40.3 40.4 40.6 40.7 40.9 21 , <br /> b 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 /> r Ci • `� 24 44.0 44.2 44.3 44.5 44.6 44.8 44.9 45.1 45.2 45.4 24 <br /> 0. 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 /> 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 /> Q 29 51.5 51.7 51.8 52.0 52.1 52.3 b2.4 52.6 52.7 529' 29 <br /> 30 53.0 53.2 53.3 53.5 53.6 53.8 53.9 54.1 -54.2 54x4' 80 <br /> 31 54.5 54.7 54.8 55.0 55.1 55.3 •55.4 55.6 65.7 55.9 91 <br /> ry �� 32 56.0 56.2 56.3' 56.5 56.6 56.89 VA 57 $7.4� 82 ' <br /> .33 57.5 57.7 57.8 58.0 58.1 58.3 58.4 58.6 58.7 04 8$ <br /> 34 59.0 59.2 59.3 59.5 59.6 59.8 59.9 60.1 603 4WA 84 <br /> O 35 60.5 60.7 60.8 61.0 61.1 61.3 61.4 61.8 <br /> n "61.7 #�.� 85 "E <br /> CI y J 36 62.0 62.2 62.3 62.5 62.6 62.8 62.9 86,1, $ .4 $6 "• ` <br /> J �, o v 37 63.5 63.7 63.8 64.0 64.1 64.3 64.4 84.6 a $7 <br /> 38 65.0 65.2 65.3 65.5 65.6 65.8 65.9 66:1 116:9 <br /> <` 39 66.5 66.7 66.8 67.0 67.1 67.3 67.4 67.6 87.7 Err $ <br /> 40 68.0 68.2 68.3 68.5 68.6, 68.8 68.9 69.1 69.2 *A 4 w <br /> Example-If point is 22.6 ft.above grade,how far shoxU*bs bolas Tis r <br /> P. be s elope stake.pointy Ane.from Table 41.9. For same-slopes but M d11u <br /> roadbed oorreot above$gores by one-half difference in width ofroadbedltllp0 <br /> above for 20 ft.roadbed dietsnoe wiY-be 41.9+(20-18)f2 or 9 tt ai4led to <br /> IC Y r Z C)/ For elopes of 1 on 1 see inside of front cover. <br /> 192 '�/ �* <br /> 5ti <br /> 10 <br /> ,l ' <br />