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D15TANCFS FROM, OF ROADWAY FOR <br /> •3 v CROT&SECTIONING. <br /> J� 6 Roadway 16 feet wide. Side Slopes 1 on 1 <br /> 1 GZ Qz For Single Track Embankment. <br /> H I 0 I .1 .2 .3 ' .4 .5 I .6 1 .7 I .8. 1 .0 II <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 9.5 9.7 9.8 10.0 10.1 10.3 10.4 10.6 10.7 1b.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 12.3 12.7 12.8 13.0 13.1 13.3 13.4 13A 13.7 13.9 3 <br /> 5 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 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 22.4 226 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 24.5 24.7 24.8 25.0 25.1 25.3 25.4 25.6 .25.7 11 <br /> 12 26.0 25.2 26.3 26.5 26.6 26.8 26.9 27.1 27.4 12 <br /> 13 127.5 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 30.1 30.2' 30.4 14 <br /> - ` -._ _._ 15 30.5 30.7 30.8 31.0 31.1 31.3 31.4 31.g 31.7 31.9 15 <br /> 1` 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 34.9 34.1 34.3 34.4 34.6 34.7 34.9 17 <br /> 18 35.0 35.2 35.3 35.5 85.6 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 38.0 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 /> 23 142.5 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 /> 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 /> J 28 50.0 50.2 50.3 50.5 50.6 50.8 50.9 51.1 51.2 51.4 28 b <br /> 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 /> ,c F 31 54.5 54.7 54.8 55.0 55.1 55.3 55.4 ,55,6 55.7 55:41 <br /> ? G 32 56.07 56.2 56.3 56.5 56.6 56.8 56.9 57.1- 57.2 <br /> _ <br /> 33- 157.5 57.7 57.8 58.0 58.1 58.3 58.4 58.6 $8.7 58.9 33 <br /> o R i g 34 59.0 59.2 59.3 59.5 59,6 :59.8 59.9 60.1 60.2 60.4 34 <br /> 35 60.6 .60.7 60.8 61.0 61st 61.3 61.4 61.6 111.7 61:9 35 <br /> > ` 36 62.0 "62.2 62.3 62.5 62:4 62.8 62.9 63.1 63.2 63.4 36 <br /> 37 63.5 63.7 63.8 64.0 64.1 64.8 64.4 64.6 64.7 64.9 37 <br /> 38 65.0'65.2 65.3 65.5 65.6 65.8 65.9 66.1 66.2" GOA 88 ' <br /> 39 66.5 66.7 66.8 67.0 67.1 67.3 67.4 67.6 67.7 $7.0 130 <br /> mac' • 0 7 ? / 40 168.0 68.2 68.3 68.5 68.6 68.8 68.9 69.1 '69.2 69.4 .40 <br /> / 'F Example-If point is 22.6 ft,abeWe grade,bow far should it be from coater line to <br /> '. . s slops stake pant! Ane.from Table 41.9. For apme slopes but other Widths of <br /> �y �f bed correct <br /> above figures by one-half difference in width of roadbed;thus In exam <br /> yb <br /> L f c for 20 ft.roadbed distance will be 41.9+(20-16)+2 or 2 ft.added to 41.9=43.9. <br /> L slopes of 1 on 1 we inside of front cover. i>leds In f]ernsap. <br /> �++ i <br /> aw <br /> V <br /> s • <br />