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ar <br /> -' D18TANCFS FROM SIDE STAKES FOR CROSS-SECTIONING <br /> Roadway of any Width. Side Slopes 1'/■to I. ? <br /> In the fi bebw: oDpodte 7 under"Cut or Fill" and under.8 read 11.0, the distance out <br /> from the side stake at lett.Also,opposite 11 under"Cut or Fill"and under .1 read 18.7,the <br /> =lope Stake distance out from the side stake at eight <br /> Side Stake <br /> -nS <br /> to <br /> Grade_---- P� <br /> Center Stake w <br /> Side Stake <br /> 16:7 \\ �Slope Stake < 2 <br /> } �F :a t 4; <br /> '., __---=- `.•' .may <br /> 0 .1 .2 .3 .4 .6 .6 .7 •8 1 .9r-- <br /> o <br /> • � Distance out from Side or Shoulder Stake <br /> 0 0.0 0.2 0.3 0.5 0.6 0.8 0.9 1.1 1.2 1.4 0 f-JI? R <br /> '71:1 1.6 1.7 1.8 2.0 2.1 2.3 2.4 2.6 2.7 2.9 1 _ <br /> 2 8.0 8.2 3.3 3.5 3.6 3.8 3.9 4.1 4.2 4.4 2 '` r_ g p _?, <br /> " 3 4.6 4.7 4.8 5.0 5.1 5.3 5.4 5.6 6.7 5.9 3 <br /> 4 6.0 6.2 6.3 6.5 6.6 6.8 6.9 7.1 7.2 7.4 4 <br /> 5 7.5 7.7 7.8 8.0 8.1 8.3 8.4 8.6 8.7 8.9 5 <br /> 6 9.0 9.2 9.3 9.5 9.6 9.8 9.9 10.1 10.2 10.4 6 : �' ., '•;- �� <br /> 7 10.6 10.7 10.8 11.0 11.1 11.3 11.4 11.6 11.7 11.9 7 Z <br /> 8 12.0 12.2 12.3 12.5 12.6 12.8 12.9 13.1 13.2 13.4 8 <br /> 9 13.5 13.7 13.8 14.0 14.1 14.3 14.4 14.6 14.7 14.9 g r <br /> 10 15.0 15.2 15.3 15.5 15.6 15.8 15.9 16.1 16.2 16.4 10 " <br /> 1116.5 16.7 16.8 17.0 17.1 1''.3 17.4 17.6 17.7 17.9 11 �7 <br /> 12 18.0 18.2 18.3 18.5 18.6 18.8 18.9 19.1 19.2 19.4 12 <br /> 8 19.5 19.7 19.8 20.0 20.1 20.5 20.4 20.6 20.7 20.9 13 <br /> - 4 21.0 21.2 21.3 21.5 21.6 21.8 21.9 22.1 22.2 22.4 14 �•"""" . <br /> 22.5 =7 22.8 23.0 23.1 23.3 23.4 23.6 23.7 23.9 16 4 <br /> x 24.0 24.2 24.3 24.6 24.6 24.8 24.9 25.1 26.2 26.4 16 ' <br /> I7 26.6 26.7 25.8 26.0 26.1 26.3 26.4 26.6 26.7 26.9 17 <br /> 18 27.0 27.2 27.3 27.5 27.6 27.8 27.9 28.1 28.2 28.4 18 <br /> 19 28.5 28.7 28.8 29.0 29.1 29.3 29.4 29.6 29.7 29.9 19 <br /> 0 30.0 30.2 30.3 30.5 30.6 30.8 30.9 31.1 31.2 31.4 20 <br /> 1 31.5 31.7 31.8 32.0 32.1 32.3 32.4 32.6 32.7 32.9 21 <br /> 2 33.0 38.2 33.3 33.5 33.6 33.8 33.9 34.1 34.2 34.4 22 t' <br /> 23 34.5 34.7 34.8 35.0 35.1 35.3 35.4 35.6 35.7 36.9 23 <br /> 24 36.0 36.2 36.3 36.5 36.6 36.8 36.9 37.1 37.2 37.4 24 <br /> 25 37.5 37.7 37.8 38.0' 38.1 38.3 38.4 38.6 38.7 38.9 26 ,,ttom� - <br /> 26 89.0 39,2 39.3 39.5 39.6 39.8 39.9 40.1 40.2 40.4 126 ) E L-D s V 0 K 519 19 <br /> 27 40.5 40.7 40.8 41.0 41.1 41.3 41.4 41.6 41.7 41.9 127 �; a <br /> 28 42.0 42.2 42.3 42.5 42.6 42.8 42.9 43.1 43.2 43.4 28 <br /> 29 43.5 43.7 43.8 44.0 44.1 44.3 44.4 44.6 44.7 44.9 129 <br /> 80 45.0 45.2 45.3 45.5 45.6 45.8 45.9 46.1 46.2 46.4 30 <br /> 81 46.6 46.7 46.8 47.0 47.1 47.3 47.4 47.6 47.7 47,9 31 <br /> 82 48.0 48.2 48.3 48.5 48.6 48.8 48.9 49.1 49.2 49.4 32 ' <br /> 83 49.5 49.7 49.8 50.0 50.1 .50.3 50.4 50.6 50.7 50.9 83 <br /> 34 51.0 51.2 51.3 51.5 51.6 51.8 51.9 52.1 52.2 52.4 34 $ <br /> 86 52.6 52.7 52.8 53.0 53.1 53.3 53.4 53.6 53.7 53.9 35 The paper in this.book No. 363A <br /> 36 54.0 54.2 54.3 '64.5 54.6 54.8 54.9 55.1 55.2 56.4 36 <br /> 37 55.6 55.7 55.8 -56.0 56.1 56.3 56.4 56.6 56.7 56.9 37 is made of 50% high grade rag stock <br /> 88 57.0 57.2 57.3 67.5 57.6 57.8 57.9 58.1 58.2 58.4 38 with a WATER RESISTING surface suing. <br /> 39 58.5 58.7 58.8 59.0 59.1 59.3 59.4 59.6 59.7 59.9 39 <br /> 40 60.0 60.2 60.3 60.5 60.6 60.8 60.9 61.1 61.2 61.4 40 <br /> KEUFFEL&ESSER.CO., N. Y. <br /> e <br /> i <br /> J <br />