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A D15TANCES FROM CENTER OF ROADWAY FOR <br /> CR05$SECTIONING. <br /> .r Roadway 16 feet wide. Side Slopes 1 on 1 _ <br /> sµ -7 l ,� G y For Single Track EmbankmeriL <br /> 7 <br /> H II 0 I .1 .2 .3 I .4 .5 1 .6 71 .7 .8 .9 $, <br /> 0 8.0 8.2 8.3 8.5 8.6 8.8 8.9 •9.1 9.2 9.4 0 <br /> 1 9.5 9.7 9.8 10.0 10.1 10.3 10.4 10.6 10.7 10.9 1 <br /> o ;: . . 2 11.0 11.2 11.3 11.5 11.6 11.8 11.9 12.1 122 12.4 2 <br /> 1 3 12.5 12.7 12.8 13.0 13.1 13.3 13A 13.6 13.7 13.9 3 <br /> 4 14.0 14.2 14.3 14.5 14.6 14.8 14.9 15.1 15.9 15.4 4 <br /> 1 j 11 5 15.5 15.7 15.8 16.0 16.1 16.3 16.4 16.6 16.7 16.9 5 <br /> G 6 17.0 17.2 17.3 17.5 17.6 17.8 17.9 18.1 18.2 18.4 6 <br /> :-' 7 18.5 18.7 18.8 19.0 19.1 19.3 19.4 19.6 19.7 19.9 7 <br /> S. 20.0 20.2 20.3 20.5 20.6 20.8 20.9 21.1 21.2 21.4 8 <br /> 9 21.5 21.7 21.8 22.0 22.1 22.3 22.4 22.6 .92.7 22.9 9 <br /> -- 10 •23.0 23.2 23.3 23.5 23.6 23.8 23.9 24.1 24.2 24.4 10 <br /> 11 24.5 24.7 24.8 25.0 25.1 25.3 25.4 25.6 25.7 25.9 11 <br /> 12 26.0 25.2 26.3 26.5 26.6 26.8 26.9 27.1 27.2 27.4 12 <br /> 13 27.5 27.7 27.8 28.0 28.1 28.0 28.4 28.6 2$.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 31.6 31.7 31.9 15 <br /> 16 32.0 32.2 32.3 82:5 32.6 32.8 32.9 33.1 33.2 33.4 16 <br /> 17 33.5 33.7 33.8 34.0 34.1 34.8 84.4 34.6 34.7 34.9 17 <br /> �L s 18 35.0 35.2 35.3 35.5 35.6 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 $7.7 37.9 19 <br /> 20 38.0 38.2 38.3 38.5 38.6 38.8 38.9 39.1 39.2 $9.4 20 <br /> 7 I `� }- 1- 21 39.5 39.7 39.8 40.0 40.1 40.3 40.4 40.6 40.7 40.9 21 <br /> l q 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 42.8 430 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 /> 6 46.7 463.9 25 <br /> 28 47.0 47.2 47.3 47.5 47.6 47.8 47.9 $1 48.2 48.4 26 <br /> a 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 /> 29 .51.5 51.7 51.8 52.0 52.1 52.3 52.4 52.6 52.7 52.9 29 <br /> r 30 53.0 53.2 53.3 53.5 .53.6 53.8 53.9 54.1 54.2 54,4 30 <br /> - 31 54.5 54.7 54.8 55.0 55.1 55.3 55.4 55.6 55.7 55.9 31 <br /> 32 56.0 56.2 56.3 56.5 56.6 56.8 56.9 57.1 57.2 57.4 32 <br /> - 33 57.5 577 57.8 58.0 58.1 58.3 58.4 58.6 $8.7 58x6 33 <br /> 34 59.0 59.2 59.3 59.5 59.6 59.859.9 60.1 2 604 34 <br /> t 35 60.5 60.7 60.8 61.0 61.1 61.3 61.4 61.6 6 .T 81:9 35 <br /> 36 62.0 62.2 62.3 62.5 62.6 62.8 62.9. 63.1 61.2 6.3.4 36 " <br /> g 37 63.5 63.7 63.8 64.0 64.1 641 64.4 64.6 44.7 ;64.9 37 <br /> 38 65.0 65.2 65.3 65.5 65.6 65.8 65.9 66.1 66.2 4 98 <br /> 39 66.5 66.7 66.8 67.0 67.1' 67.3 67.4 67.6 67.7 67.9 189 <br /> 1 w 40 68.0 68.2 68.3 68.5 68.6 68.8 68.9 69.1 69:2 69.4 40 <br /> i ft <br /> y <br /> example--If point in 22.6 ft.above grade,Law far should it befrom center line to <br /> be a elope stakepoiatt Ana.from Table 41.9. 10or same elopes but other widths of <br /> ^� roadbed correct&bore kares by one-half difference in width of roadbed;thus in esauayle <br /> above for 20 ft.rbadbed distance"vol 42.9}(20-16)+2 or 2 ft.added to 41:$=43.9. <br /> For slopes of 1 on 1 see,iaade of hoot Dover. <br /> ? MMk'm.40rway. <br />