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kz <br /> ° SISTANCES FROM CENTER OF ROADWAY FOR' <br /> 5 v�0 9 0 i r�� t 3 i'4 '; D". /z Ata�+�•j o CRO53 SECTtONiNG. <br /> Roadway t6 feet wide. Side Slopes i e.1 1 . <br /> For Single Track Embankment. <br /> 1 10 <br /> 1 3 3 11 II 0 I .1 9 .3 .4 .5 .6 .7 ' S .9 H <br /> 0 8.0 S.2 8.3 8.5 8.6 8.8 8.9 9.1 9.2 9.4 0 <br /> � 9.5 9.7 9.8 10.0 10.1 10.3 10.4 10.6 10,7 10.9 1 <br /> i2 11.0 11.2 11.3 11.5 11.6 11.8 1L9 144 122 12.4 2 <br /> 3 12.5 12.7 12.8 13.0 13.1 13.8 ,13.4 12A 13.7 13.9 3 <br /> Z q� 4` 14.0 14.2 14.3 14.5 14.6 14.8 14.9 W. 15.2 15.4 4 <br /> 5 15.5 15.7 15.8 16.0 16,1 16.3 1:6:4 16.8. 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 19.19.8 19.4 10A 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 22.6 22.7 22.9 9 <br /> Z - 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. 25.4 25.6 25.7 25.9 11 <br /> 12 26.0 96.2 26.3 26.5 26.6 26. 26.9 27.1 27.2 27.4 12 <br /> 13 27.5 27.7 27.8 28.0 284 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 80.8 81.0 31.1 31.3 31.4 31.6 31.7 81.9 15 <br /> 16 82.0 32.2 32.3 32.5 32.6 32.8 32.9 33.1 33.2 3,3.4 16 <br /> 17 33.5 33.7 33.8 34.0 34.1 34.3 34.4 34.6 $4.7 84.9 17 <br /> t 18 85.0 $5.2 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 38.2 38.3 38.5 38.6 38.8 38.9 39.1 39.2 39.4 20 <br /> y . <br /> 21 39.5 39.7 39.8 40.0 40.1 40.3 40.4 40.6 40.7 40.8 21 <br /> 22 41.0 41.2 41.3 •41.5 41.6 41.8 41.9 42A 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 /> -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 /> -,2 26 47.0 147.2 47.3 47.5 47.6 47.8 47.9 48.1 48.2 48.4 26 � <br /> •, + 27 50.Q 2{ .5 48;7 48.8 49.0 49.1 49.3 49.4 49.6 49.7 49.9 27 <br /> 1 y 28 60.2 50.3 50.5 50.6 50.8 50.9 51.1 51.2 51.4 28 <br /> � �, 29 51.5 .31.7 51.8 52.0 52.1 52.3 52.4 52.8 52.7 52.9 29 <br /> j rJ 30 $C 53.2 53.3 53.5 53.6 53.8 53.9 54.1 54.2 54.4 30 <br /> Z'� 31 �Z 54 7 54.8 55.0 55.1 55.3 55.4 55.8 55.7 55.9 31 <br /> 32 54.0 561 56,3 56.5 56.6 56.8 56.9 57.1 57.2 57.4 32 <br /> 33 57.5 57.7 57.8 58.0 58.1 58.3 58.4 58.6 58.7 58.9 33 <br /> z 7t 84 59.0 59.2 59S 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 /> 38 62.0 62.2 62.3 62.5 62.6 62.8 63.9 63.1 63.2 63.4 36 <br /> r r r 1 "• 37 63.5 63.7 63.8 64.0 64.1 64.3 64.4 64.6 64.7 64.9 87 <br /> L ,, °y 38 65.0 65.2 65.3 65.5 65.6 65.8 65.9 66.1 66.2 68.4 38 <br /> ' 39 66.5 66.7 66.8 67.0 67.1 67.3 67.4 67.6 67.7 67.9 139 <br /> j 3 40 68.0 68.2 68.8 68.5 68.6 68.8 68.9 69.1 69.2 69,4 40 <br /> ,.� Yqo • <br /> ti� " e•} ,� � T" gzsgple-If rw)inL is 22.8 ft.above how far should it be from center line.to <br /> be:t slope stake puiot4 Ana from Tsble 4 .9. tor rime elopes but other widths of a <br /> Y madbed correct altoye figures by one-half nee in width of roadbed•thus in example <br /> aborl'e for 20 ft.roadbed d"staned will baA1.9+(20-18)+2 or 2 ft.added to 41.9=43.9 <br /> 3 �( For slopes of 1 on 1 wo inalte of front cover. <br />