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DISTANCES FROM CENTER OF ROADWAY FOR <br /> l 3 �._ •CROSS-SECTIONING. <br /> .# Roadway 16 feet wide. Side Slopes f on 13* <br /> I For Single Track Embankment. <br /> -� <br /> H II 0 I .1 I .2 .3 ) .4 1 .5 .6' .7 .8 J.,.9 H <br /> 30 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 9.810.0 10.1 �0.3, 10.4 10.6 10.7 1Q.9 1 <br /> gZ 2 11.0 11.2 11.8 11.5 11.6 1.6 11.9 12.1 12.2 .12.4 2 <br /> 3 12.5 12.7 12.8 13.0 13.1 13.3 :18.4 13.6 137 •13.9, 3 <br /> 4 14.0 14.2 14.3 14.5 14.6 14.8 14.9 15.115.2 _1g.4 4 <br /> t <br /> 607-� 5. 15:5 15.7 15.8 16.0 16.1 16.3 16.4 1,64" <br /> 8.8 16.7 161 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 19.8 19.4 ICIA 19.7 1•;9.9 •7 <br /> 8 20.0 20.2 20.3 20.5 '70.6 20.8 2(P9 21.1 n.2 21,4 8 <br /> i 9 21.5 21.7 21$ 22.0 22.1 22.3 22.4 22.6 72.7 22.9 9 <br /> 10 23.0 23.2 23.3 23.5 28.6 23.8 23.9 24.1 2C2 24.4 " <br /> 11 24.5 24.7 24.8 25.0 25.1 25.3 25.4 25.6 26.7 25A 11' <br /> 12 26.0 .26.2 26.3 26.5 26.6 26.8 26.9 27.1 27.2 $7.4 1:1 ' <br /> 13 27.5 27.7 27.8 28.0 28.1 28.3 28.4 28.6 28.7 28 8 1;�' <br /> 14 29.0 29.2 29.3 29:5 29.6 29.8 29.9 30.1 80.2' $0 4 <br /> 7 3 / 15 80.5 30.7 30.8 31.0 31.1 31.3 81.4 81.6 81.7 81.9 18 <br /> 16 32.0 82.2 32.3 32.5 82.6 32.8 32.9 33.1 33.2 33.4 16 <br /> ` 6 17 33.5 33.7 33.8 34.0 84.1 34.3 34.4 84.6 34.7 84.9 r17 <br /> p b fI D 18 35.0 35.2 35.3 85.5 85.6 35.8 35.9 36.1 X2 86.4 18 <br /> / 19 36.5 86.7 36.8 37.0 37.1 37.3 37.4 87.6 37.7 87.9 19 <br /> 5 ( 20 38.0 38.2 88.3 38.5 38.6 38.8 38.9 39.1 89.2 89.4 20 <br /> 4 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 42.5 42.7 -42.8 43.0 43.1 43.3 43.4 43.6 43.7 43.9 23 <br /> �-3 g <br /> 24 44.0 44.2 44.3 44.5 44.8 49;.8 44.9 4b.1 45.2 4b.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 /> .7- <br /> -37 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 An 4 49.6 49.7 49.9 27 <br /> ' 28 50.0 50.2 50.3 50.5 50.6 50.8 60.9 51.1 51.2 1i .4 28 <br /> 29 51.5 51.7 51.8 52.0 52.1 52.3 52.4 516 52.7 9 29 <br /> `S J 30 53.0 53.2 53.3 53.5 53.6 US 53.9 54.1 54.2 54.4 30 <br /> n 81 54.5 54.7 54.8 55.0 55.1 55.3 55.4 55.6 55.7 55.9 81 <br /> 7 � T J j 32 56.0 56.2 56.3 56.5 56.6 56.8 56.9 57.1 57.2 57.4 32 <br /> G ] 33 57.5 57.7 57.8 58.0 58.1 58.3 58.4 58.6 A. Jf8.9 33 <br /> ✓? S y1 d 1 f(o Z ,, 34 59.0 59.2 59.3 59.5 59.6 59.8 59.9 60.1 60.2" 60.4 134 1 <br /> 35 60.5 60.7 60.8" 61.0. 61.1 61.3 61.4 61.6 61.7 .61.9 35 <br /> • 36 62.0 62.2 62.3 62.5 62.6 62.8 62.9 63.1 63.2 63.4 86 <br /> 3 37 63.5 63.7 63.8 64.0 64.1 64.3 64.4 64.6 64.7 64.9 37 <br /> n �! 38 65.0 65.2 65.3 65.5 65.6 65.8 65.9 66.1 66.2 86.4 38 <br /> 39 66.5 66.7 66.8 67.0 67.1 67.3 67.4 67.6 67.7 67.9 39 <br /> y �'J 40 68.0 68.2 68.3 68.5 68.6 68.8 68.9 69.1 69.2 69.4 1 40 <br /> Example-If point is 22.8 ft.above made,how far should It be from center line to <br /> be a elope stake pont? Ana.from Table 41.9. For'name, ops+bn othee widths of <br /> tq roadbed correct above 8goree by ono-hdf difference in width o�ro'nd�thu'n is example <br /> above for 20 ft.roadbed dietwoe will be 41.9+00-16)+2 or 2 ft1t.. to 41.9=43.9. <br /> For dopes of i on 1 am inside of front cover. <br /> Made to Cla=asy. <br /> r, <br />