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DISTANCES FROM CENTER OF ROADWAY FOR <br /> ` CRO55-SEC-TIONING. � <br /> t: <br /> Roadway 16 feet wide. Side Slopes 1 on i , <br /> i <br /> For Single Track Embw*rsen4 <br /> y� �3 11 ( '0 .1 I .2 .3 I .4 .5 .6 .7 S. � .9 <br /> i Q 7 <br /> -: 0 8.0 8.2 8.3 8.5 8.6 8.8 8.9 9.1 9«'., 9.4 0" <br /> 1 9.5 9.7 9.8 10.0 10.1 10.3 10.4 10.6 10.7 X10.9 1 <br /> 2 11.0 11.2 11.3 11.5 11.6 11.8 11.9. .12.1 12:2 12.4 3 <br /> " 3 12.5 12.7 12.8 13.0 13.1 13.3 13.4 13.8 3.7 118.9 `.3 � <br /> 4 14.0 14.2 14%3, 14.5 44.6 14.8 14.9 15.1 18.2 15.4 4 <br /> • 5 15.5 15.7 15.8 16.0 16.1 16.3 .16,4 16. 16.7 16.9 8 <br /> /�P 6 17.0 17.2 17.3 17.5 .17.6 17.8 17,9 18. 18.2 18.4 •:•e <br /> 1's 7 18.5 18.7 18.8 19.0 19.1 19.3 19.4 19.6 19:7 19:9 7 <br /> 3 8 20.0 20.2 20.3 20.5 20.6 20.8 20.9 21.1 21.2 21.4 8 <br /> .a k; 'P at 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 2¢.4 10 <br /> 11 24.5 24.7 24.8 25.0 25.1 25.3 25.4 25.6 25.7 25,9: 11 ` <br /> �Z 12 26.0 26.2 26.3 26.5 26.6 26.8 26.9 27.1 27.2 27.4 1$ <br /> 13 27.5 27.7 27.8 28.0 28.1, 28.3 28.4 28.6 28.7.1$3.4 <br /> 28.9: 43 t <br /> /0 20 14 29.0 29:2 29:3 29.5 29.6 29.8 29.9 30.1 80.2 30.4. 14 <br /> s 15 30.5 30.7 .30.8 31.0 31.1 31.3 31.4 31.6 31,7 31.9, 16 s <br /> L 16 32,0 32,2 32.3 32.5 32.6 32.8 32.9 33.1 3342 16 . <br /> �^ F. 17 33.5 33.7 33.8 34.0 ,34.1 34.8 34.4 34.6 341 34.9 17 <br /> 18 35.0 35.2 35.3 35.5 35.6 35.8 35.9 38:1 36.2..'36.4 I8 _? <br /> 2 19 36.5 36.7' 36.8 37.0 37.1 37.3 37.4 37.6 37.7 37.9 19 <br /> 220 38.0 38.2 38.3 38.5 •38.6 38.8 38:9 39.1 39.2 89.4 20 <br /> 21 39.5 39.7 39.8 40.0 40.1 40.3 40.4 40.6 401 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 42.5 42.7 42.8 •43.0 43.1 43.3 43.4 :43.8 43.7 43.9 00 <br /> 24 44.0 44.2 44.3 44:5 44.6 44.8 44.9 45.1 46:2 45.4 24 <br /> 25 45.5 45.7 45.8 46.0 46.1 46.3 46.4 46-64 46.7 48,9. 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 49:8 49.7 49.9 27 w ;. <br /> 28 50.0 50.2 50.3 50.5 50.6 b0.850.9 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 /> 30 53.0 53.2 53.3 53.5 53.6 538 53.9 54.1 .54.2 54.¢ 80 <br /> 31 54.5 54.7 54.8 55.0 55.1 55.3 55.4 55.6' 55.7 55.9 81 <br /> 32 56.0 56.2 56.3 56.5 56.6 56.8 56.9 47,1 ,57.2' $7.4 82 <br /> 33 57.5 57.7 57.8 58.0 58:1 68.3 58.4 W6 88,7 58.9 33 <br /> 34 59.0 59.2 59.3 59.5 59.6 59:8 89.9 60.1 60.2 60.4 34 +_* <br /> " 35 60.5 60.7 60.8 61.0 61.1 81.3 61.4 81,8 61.7. $1.9; 36 <br /> 36 62.0 62.2 62.3 62.5 62.6 62.8 62.9 63.1 '69.2, •6&4 36 1 <br /> 37 63.5 63.7 63.8 64.0 64.1 64.3 64.4 64.664 1 <br /> . $ f. <br /> 38 65.0 65.2 65.3 65.5 65.6 65.8 65.9 66.1 88. <br /> 39 66.5 66.7 66.8 67.0 67.1 67.3 67.4 67.6 .6% 67.4 89 ' <br /> • 40 68.0 68.2 68.3 68.5 88.6 68.8 684 60.1 <br /> •69,4:.4Q� •• , <br /> Example=If point is 22.6 ft.above. far a It batto= R66 to <br /> be a elope stake pout? Ane,from T-able 41.1k for acme i pes of low o! <br /> roadbed correct above figures by one-half di8erence In width nt6w fit p1� <br /> above for 20 ft.roadbed distance will be 4,1.9+VD-10)+2 or 2M toil ti 0. <br /> For slopes of 1 on 1 we inside of front cover. <br /> ,• <br /> P <br /> • <br /> • .0 <br />