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DISTANCES FROM CENTER OF ROADWAY FOR <br /> CROSS-SECTIONING. <br /> Roadway 16 feet wide. Side Slopes 1 on 134 <br /> • For Single Track F mbanknlenL <br /> ir 't < 17 H 0 1 2 ( .3 I .4 .5 1 .6 I .7 I .8 I .9 $ <br /> z 7, <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 /> -....: '' 2 11.0 11.2 11.3 11.5 11.6 11.8 11.9 12.1 12. 12.4 <br /> -, 3 12.5 12.7 12.8 13.0 13.1 13.3 13.4 13.6 13. 13.9 3 <br /> 4 14.0 14.2 143 145 14.6 14.8 14.9 10.1 15, 15.4 4 <br /> " 5 15.5 15.7 15.8 16.0 16.1 16.3. 16.4 1�. 6.7, 16.9 5 <br /> 6 17. 17.2 17.3 17.5 17.6 17.8 17.9 1 18 2 <br /> 0 8 18.4 6 <br /> 7 18.5 18.7 18.8 19.0 19.1 19.3 19.4 ICA 19.7 19. <br /> 8 200 20.-1 20.3 20.5 20.6 20.8 20.9 21.1 21.2 <br /> 9 21.5 21.7 21.8 22.0 22.1 22.3 22.4 22.6 22.7 9 <br /> j �Q : • _ ; { 10 23.0 23.2 23.3 23.5 23.6 23.8 23.9 24.1 24:2 '34.4 10 <br /> 11 24.5 247 24.8 25.0 25.1 25.3 .25.4 25.6 25.7 25.9 11 <br /> U 12 26.0 26.2 26.3 26.5 26.6 26.8 26.9 27.1 27.2 :27.4 12 <br /> 7 4 13 27.5 27.7 27.8 28.0 28.1 28.3 28.4 28.6 28.7 28.9 13 <br /> > 3 7 z i 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 80.8 31.0 31.1 31.3 31.4 31.6 31.7 31.9 15 <br /> 16 82.0 32.2 32.3 32.5 32.6 32.8 32.9 33.1 33.2 33.4 16 . <br /> y` 17 33.5 33.7 33.8 34.0 34.1 34.3 34.4 34.6 34.7 34.9 17 <br /> ' ?%" • s ,' r' 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 37.7 37.9 19 <br /> 20 38.0 .38.E 38.3 38.5 38.6 38.8 38.9 39.1 39.2 39.4 20 <br /> -2"-, 21 89.5 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 /> ;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 <br /> --- 27 48.5 .481 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 52.0 511 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 /> 31 54.5 54.7 54.8 55.0 55.1 55.3 55.4 5,g.6 55.7 55.9 31 <br /> 32 56.0 56.2 56.3 56.5 56.6 56.8 56.9 b7.1 57.2 57.4 32 <br /> J 33 57.5 57.7 57.8 58.0 88.1 58.3 58.4 58.6 58.7 58.9 33 <br /> 34 59.0 59.2 59.3 59.5 59.6 59.8 59.9 60.1 60.2 60.4 '34 <br /> 35 60.5 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 30 <br /> `M - 37 63.5 63.7 63.8 64.0 64.1 64.3 64.4 64.6 64.7 64.9 37 <br /> r ` r 38 650 65.2 65.3 65.5 65.6 65.8 65.9 66.1 66.2 66.4 38 <br /> ' ' r 39 66,5 66.7 66.8 67.0 67.1 67.3 67.4 67.6 67.7 67.9 39, <br /> ._5 7 �- iJ I' - 40 68.0 68.2 68.3 68:5 68.6 68.8 68.9 69.1 69.2 69.4 40 <br /> - mple=It point in 22.6 ft.above de,bowfar should it be from center line to <br /> - -_ -- f be s'elope stake point! Ana.froTable 41.9. For same elopes but other widths of <br /> roadbed oorroot above affura by ons-halt diBerense in width of roadbed;thus in ezamp). <br /> above for 20 ft.roadlfed dietewe wdl be 41 <br /> 1.9 f(20-14)+2 or 2 ft added to 41.9 X13.9. <br /> lrot slopes of 1 oa 1 ass i32dde of front oam. <br /> /AAD[IN ll.!A. <br /> i" ' ° /10 1-3 r,�j/ <br />