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yo <br /> DISTANCES FROM CENTER OF ROADWA'�"> + <br /> CRO55-5ECTIONING. t1 <br /> y Roadway 16 feet wide. E 1 <br /> Z f o For Single Tracks <br /> s H 0 I .1 .2 I .3 " .4 .5 ) .6 '7' (. .8 <br /> 2G'o s 0 8.0 $4, 8.3 8.5. 8.6 $.8 8.9 9.1 9.2 9.4 ' 9, <br /> y, <br /> e7;J _ 0-1-6 V 2 2 s'6 1 1 9.5 9. '' 9.8 10.0 10.1 10.3 10.4 10.6 10.7 1Q.9' '# <br /> "2 } 2 11.0 12, 11.3 11.5 11.6 11.8 11.9 12.1 -12.2, 18 <br /> `. 3 12.5 12.7 12.8 13.0 13.1 13.3 13.4 13A 13.7 13.'x, 3 <br /> 1��J�� a`S _4 4 14.0 14.2 14.3 14.5 14.6 14.8 14.9 15.1 15.2 18.4 : 4 <br /> t i 1--._._ 5 15.5 15.7 15.8 16.0 16.1 16.3 16.4 16.6 16.7. 16.9 $ <br /> y o 6 17.0 17.2 17.3 17.5 17.6 17.8 17.9 18.1 18.2 1 � <br /> 2Z5Z � Z�Y f 7 18.5 18.7 18.8 19.0 19.1 19.3 19.4 19.6 19.7 <br /> G 8 20.0 20.2 20.3 20.5 20.6 20.8 20.9 21.1 21.2 <br /> .3 7 e/ j i 7 L i ! 9 21.5 21.7 21.8 22.0 22.1 22.3 22.4 22.6 22.7 M9 <br /> Z Z �+f 9 f IO 23.0 23.2 23.3 23.5 23.6 23.8 23.9 24.1 24.2 107t , yf'3"o0 0� 11 24.5 24.7 24.8 25.0 25.1 25.3 25.4' 25.6 25.7 25.0 .1L <br /> 12 26.0 26.2 26.3 26.5 26.6 26.8 26.9 2f.1 -27.24 '12 <br /> o <br /> 2 - 13 27.5 27.7 27.8 28.0 28.1 283 28.4 28,6 28'.7 28.0. 141 <br /> 14 29.0 29.2 29.3 29.5 29.6 29.8 29.9 $0.1 30.3 30.4 7 <br /> 7 y z �-� 15 30.5 30.7 30.8 31.0 31.1 31.3 31.4 81.6 81.7 $1,3 : $. <br /> 16 32.0 32.2 32.3 32.5 32.6 32.8 32.9 83.1 33.2 4 ;�$ <br /> 17 33.5 33.7 33.8 34.0 34.1 34.3 34.4 34;6 34.7. .9 17 <br /> 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 $7.9 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 /> 21 39.5 39.7 39.8 40.0 40.1 40.3 40.4 40.6 40.7 9 2� <br /> G <br /> 22 41.0 41.241.3 41.5 41.6 41.8 41.9 42.1 42.2 42.4 <br /> 23 42.5 42.7 42.8 43.0 43.1 43.3 43.4 43.6 43.7 43 9 S! <br /> 24 44.0 44.2 44.3 44.5 44.6 44.8 44.9 45.1 45.2 44 ' <br /> 25 45.5 45.7 45.8 46.0 46.1 46.3 46.4 46.6. 46.7 <br /> 26 47.0 47.2 47.3 47.5 47.6 47.8 42.9 48.1 48.2 <br /> 27 48.5 48.7 48.8 49.0 49.1 49.3 49.4 49.6 49.7 <br /> 28 50.0 50.2 50.3 50.5 50.6 50.8 50.9 51.1 51.2 b1.4 <br /> 3 L �: 29 51.5 51.1 51.8 52.0 52.1 52.3 524 52.6 52.7 <br /> 30 53.0 53.7 53.3 53.5 53.6 53.8 53. Fi41 ""I <br /> 31 54.5 54. 54.8 55.0 551 55.3 55.4 55:1 55.7 <br /> 32 56.0 56.2 56.3 56.5 56.6 56.8 56.9 57.1 $7.2 <br /> 333 57.5 57.7 57.8 58.0 58.1 58.3 58.4 58.6 59.7 <br /> 34 59.0 59.2 59.3 59.5 59.6 59.8 ..59.9 60.1 6.2 EQ.6 <br /> 35 60.5 60.7 60.8 61.0 61.1 61.3 61.4 61.6 61.11 61. <br /> 36 62.0 62.2 62.3 62.5 62.6 62.8 62.0 63.1. 43.2, � <br /> 37 63.5 63.7 63.8 64.0 64.1 64.3 64.4 84.6 64.738 <br /> ,� <br /> 39 66:5 66.7 66:8 67.0 67.1' 67.3 67.4 67.6 107. <br /> 40 68.0 68,2 68.3 68.5 68.6 68.18 68.9 69.1 <br /> Example-If point is 22.6 ft.above grade lbwfat ihoowi feeill► <br /> be a elope stake point? Ana.from Table 41.lr For Sema llaoda <br /> roadbed correct above figures by one-half diffemnee is <br /> above for 20 ft.roadbed distance will be 41.9}(2"6 r'U #i tp <br /> For slopes of 1 on 1 am inside of front cover. <br /> liblia is�• <br /> t "•'*`rteilx:". S>..' <br /> T 10 <br />