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Y. <br /> DISTANCES FROM CENTER OF ROADWAY FOR <br /> :3 ,, t - �- - � CROSS,SECTIONING $ Y7 4- <br /> 1 Rm4way 16 feet w;ft aide Slopes Ion 1%. ;R'3-47 ' <br /> 1 <br /> 1 <br /> 4 <br /> 6 i q b Forllgle Track Embankment. <br /> .4 .5 .8 J..7 .8 :9 it <br /> 0 8.0 I§.2 8.3 8.5 &6 $8 8.9 9.1 9.2 '9.4 <br /> 1 9.5 -9.7 9.8 10-0 .10.1 10.3 10.4 10.0 10.7 10.9 <br /> 11.0 11.2 114 11.5 11.6 11.8 11.9 12.1 12.2 12.4 <br /> 3 12.5 12.7 12.8 13.0' 13.1 13.3' 13.4 13.6 1,3.7 1&0 <br /> 4 14.0 14.2 14.3 14.5 14.6 14.8 14.9 15.1 15.2 15.4 <br /> 5 15.5 - 15.8 16.0 16.1 16.3 16.4 16.6 1$.7 16.9 <br /> 6 17.0 .17.2 17.3 17.5 17.6 17.8 17.9 18.1 18.2 18.4 <br /> �1 y , y �?• 2 O 4 _ s .� ? 7 '18.5 18.7 18.8 19.0 19.1 19.3 19.4 19.6 19.7 1k.S <br /> 8 20.0 20.2 20.3 20.5 20.6 20.8 20.9 21.1 21.2 21.4 <br /> 9 21.5 21.7 21.8 22.0 22.1 22.3 22.4 22.6 22.7 22.9 <br /> r 10 23.0 23.2 23.3 23.5 23.6 23.8 23.9 24.1 24.2 24.4• 10 <br /> 11 24A 24.7 24.8 25.0 25.1 25.3 25.4 25.0 25.7 25.9 11 <br /> - - 12 26.0 26.2 26.3 26.5 26.6 26.8 `26.9 27.1 27.2 27.4 12 <br /> 13- 127.5 27.7 27.8 28.0 28.1 28.3 28.4 28.6 28.7 28.9 13 <br /> '-t 14 129.0 29.2 29.3.20.5 29.6 29.8 29.9 30.1 30.2 30.44 . <br /> 15 30.5 30.7 30.3 31.0 3L1 31.3 31.4 31.6 31.7 31.9 25 <br /> f - 16 32.0 32.2 39.3' 32.5. 32.6 32.8 32.9 33.1 33.2 33.4 18 <br /> 4 19 35.0 35.7 33.8 34.0 34.1 34.3 34.4 34.8 34.7 34:9 17 <br /> 18 85.0 35.2 <br /> i -•� 35.3 35.5 35.6 35.8 35.9 36.1. 36.2 36.4 111. <br /> 36.8 37.0 37.1 $7.3 37.4 37.6 37.7 37.9 !9 <br /> / 20 38.0 38.2 38.3 38.5 38.6 38.8 38.9 39.1 39.2 39.4 29 <br /> 21 39.5 39.7 39.8 40.0 40.1 40.3 40.4 40.6 40.7 40.9 2t <br /> 22 41.0 41.2 41.3 41.5 41.6 41.8 41.9 42.1 42.2 42.43 <br /> 23 42.5 42.7 42.8 43.0 43.1 43.3 43.4 43.6 43.7 43.9 <br /> 24 44.0 44.2 44.3 44.5 44.6 44.8 44.9 45.1 45.2 45.4 <br /> 25 45.5 45.7 45.8 46.0 46.1 46.3 46.4 46.6 46.7 46.9 <br /> s+�'+iJ ✓,` J I 26 147.0 47.2 47.3 47.5 47.6 47.8 47.9 48.1 48.2 4$.4 <br /> 27, 48.5 48.7 481 49.8 49.1 49.3 49.4 49.6 49.7 49.9 ` <br /> 28 50.@ 50.2 50.3 50.5 50.6 50.8 50.9 51.1 51.2 51.4 <br /> ` 'y 29 51.5 51.7 51.8 52.0 52.1 52.3 52.4 52.6 52.7 -52.9O , <br /> i 30 53.0 53.2 53.3 53.5 53.6 53.8 53.9 54.1 54.2 54.4 <br /> 55.7 55.9 <br /> 32 56056.2 56.3 56.11 MA 6.8 56.9 57.1 67.2 57.4 33 57.5 37.7 57.8 58.0 58.1 58.0 <br /> 58.4 58.6 58.7 5&9434 ' <br /> 35 60.5 60J 60.9 61.0 61.1 61.3 '61:4 61.6. 61.7 61.9 ,,35 <br /> 7 1 36 62.0 62.2 62.3 62.5 62.6 62.8 62.9 63.1 63.2 .4 l36 <br /> 37 163.5 63.7 63.8 64.0 64.1 04.3 64.4 64.6 64.7 B4.9 &7 , <br /> `a 38 65.0 65.2 65.3 65.5 65.6 65.8 65.9 66.1" 66.2 66.4 <br /> 39 66.5' 66.7 66.8 67.0 67.1 87.3 67.4 67.6 67.7 67.9 :Y9 <br /> 40 68.0 68.2 68.3 6$.5 68.6 68.8 68.9 69.1 69.2 60.4 •40 _ <br /> Example-It point Is 224,!t».above atade,how for should it be from center ane to, <br /> 9 be stake int ne :®. For a her wi f. <br /> roadbed correct abMovc figures 'y one-half dH§kvnab in width otrooadbed thus in OW'"1� <br /> above for 20 ftp.roadbed distaace Will be 4LO+(20--16)t2 or 2 ft.added to 41.9 M,'4 <br /> 4c1 q ! Yorplopes of t�'1 eeaio�ide of fmrit Doter. <br /> Made is Oerdv� <br /> a <br /> � Sv1 <br />