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711 <br /> CL- <br /> DISTANCES FROM CENTER OF ROADWAY R, <br /> CROSS-SECTIONING, <br /> Roadway 16 feat w1da. SMe Slopes 1 on 1,14. <br /> 4 � For Simile Track Endmr&nW& i -Jo <br /> H �) 0 .1 .2 ,3 .4 .5 .6 .7 .8 J,'9 H <br /> 0 8.0 8.2 8.3 8.5 8.6 8.8 8.9 9.1 9.2 9.4 6 <br /> 1 9.5 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 /> q TNRN Yp 8 12.5 12.7 12.8 13.0 13.1 33.3' 13.4 13.6 13.7 13.9 3 <br /> 4 14.0 14.2 .14,3 14.5 14.6 14.8. ICjD .1 1 15.2 15:4 4 <br /> COUNTY SWIM37( r 81 Z r 5 15.5 15.7. 1b�8 16.0 16.1 .16.3,.16.4 16:6 18.7 16.9. S <br /> 1 l 6 17.0 17.2 17.3 17.5 17.6 1T.8 17.9 18.1 18.2 1&4 6 <br /> �> 7 18.5 18.7 18.8 19.0 19.1 11 10.4 19.6 19.7 19,9 7 <br /> STOCKTWI -- �i ' O i 8 20.0 20:2 20.3 20:5 20.6 204 � 411.1 21.2 21.4. 8 <br /> T�i "` 9' 21.5 21.7 21.8 22.0 22.1 22. 4 `22.6 22.7 2?.9 9 <br /> 10 23.0 23.2 23.3 23.5 23.6 23.8: 23.9 24.1 24.9 24.4 10 <br /> 11 24.5 24.7 24.8 25.0 .25.1 25.3 25.4 25.8, 25.7 25.9 11 <br /> / 12 26:0 86.2 26.3 26.5 26.6 26.8 26.9 27.1 27.2 27.4 is <br /> y, 1` i 13 27:5 27.7 27.8 28.0 28.1 28.3 28.4 28.6 28.7 28.9 }8 <br /> J . 4 29.0 29.2 29.3 29.5 29.6 29.8 29.9 30.1 30.2 30.4 14 <br /> 15 30.5 80.7 30.8 31.0 31.1 31.3 314 31.6 31.7 81.9 15 <br /> 16 32.0 82.2, 32.3 82.5 32.8 32.8 32.9 83.1 33.2 33.4 18 <br /> g( 17 83.5 $3.7 38:13 84.0 84.1 84.3 34.4 34.6 34.7 84.9, 11 <br /> 7 18 35.0 35.2 35.3 85.5 35.6 35.8 35.9 86.1 86.2 36.4 18 <br /> 3 3 19 36.5 36.7 38.8 37.0 37.1 37.3 37.4 37.8. 37.7 87.9 19 <br /> ° 20 38.0 88.2 38.3 38.5 38.6 38.9 38.9 89.1 39.2 39.4 20 <br /> 4 r) 21 39.5 .891 30.8 40.0 40.1 40:3 40.4 40.6 40.7 40.9 21 <br /> 3 L, 1 7 �� 2 {� S 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 /> i a 7 24 44.0 44.2 44.3 44.5. 44.6 44.8 44.9 45.1 45.2 45.4 24 <br /> 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 27 48.5 48.7 48.8 49.0 49.1 49.3 49.4 49.6 49.7 49.9 27 <br /> f • 28 50.0 50.2 50.3 50.5 50.6 50.8 50.9 51.1 51.2 51.4 28 <br /> 29 51.5 51.7 51.8 52.0 52.1 52.3 52.4 52.6 52.7 52.9 29 <br /> 2 J 30 53.0 53.2 53.3 53.5 53.6 53.8 53.9 54.1 64,2 54.4 30 <br /> 81 54.5 5447 54.8 55.0 55.1 55.3 55.4 55.6 55.7 55,9 31 <br /> (o / 32 86.0 56.2 56.3 56.5 56.6 56.8 56.9 57.1 57.2 574 39 <br /> -'J 33 57.5 57.7 57.8 58.0 58.1 58.3 58.4 58.6 58.7 58.9 .83 <br /> / ���� 34 59.0 59.2 59.8 59.6 59.6 59.8 59.9 60.1 60.2 60.4 34 <br /> i -�' _ y� 35 60.5 60.7 60.8 61.0 61.1 61.3 61.4 61.6 61.7 61.9 85 <br /> !,l(i 71 36 62.6 62.2 62.3 62.5 62.6 62.8 62.9 63.1 63.2• 63.4 36 <br /> y / 37 63.5 63.7 63.8 64.0 64.1 64.3 64.4 64.6 64.7 64.9 37 <br /> �J^ 38 65.0 65.2 65.3 65.5 65.6 65.8 65.9 66.1 66.2 88.4 38 <br /> 39 166.5 66.7 66.8 67.0 67.1 67.3 87.4 67.6 67.7 87:9 89 <br /> I/ 40 68.0 68.2 68.3 68.5 68.6 68.8 68.9 69.1 69.2 69.4 40 <br /> Z=mpla-If point is 22.6 ft.above grade,bow far should it be from seater line to <br /> be a slope stale paint? Ane.from Table 41.9. For same slopes but other widths 91 <br /> above figures by one-half difference in width of roadbed;thus in Brammp a <br /> above ve for roadbed dfstanoe will be 41.9+(20-16)+2 or 2 ft added to 41.9-43.9. <br /> For slopes of 1 on 1 we inside of front oover. <br /> • <br /> e <br /> 'w <br /> do <br /> V 1 <br />