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R <br />d+ <br />DISTANCES FROM SIDE STAKES.FOR, CROSS -SECTIONING. <br />Roadway of any Width. Side Slopes 11/Z to 1. <br />In the fie- h.1 -opposite 7 under "Cut or Fill" and under..3 read 11.0, the distance out <br />from the side stake at felt. Also, aPPosite 11 under "Cut or Fill" and under .1 read 16.7, the <br />- distance out.fro.-n the Bide stake -at. right. " <br />Slope Stake <br />_ <br />Sid. Stake -Crade <br />Center Stake <br />\\"t.0 _- <br />. Sid. Stake <br />\ ILL ' <br />Slope $take: <br />15.7 <br />- <br />0 .1 .2 .3 .4 j .5 1 .6 1 .7 .8 .9 0� . <br />Distance out from Side or Shoulder Stake Uw <br />0 <br />0.0 <br />0.2 <br />0.3 <br />0.5 <br />0.6 <br />0.3 <br />O.D <br />1.1 <br />1.2 <br />1.4 0 <br />1 <br />1.5 <br />1.7 <br />1.8 <br />2.02.1 <br />2.3 <br />2.4 <br />2.6 <br />2.7 <br />2.D+x as <br />2 <br />3.0 <br />3.2 <br />3.3 <br />3.5 <br />3.6 <br />. 3.8'. <br />,3:0 <br />4.1 <br />4.2 <br />4.4 2 <br />3 <br />4.5 <br />4.7 <br />4.8 <br />5.0 <br />5.1 <br />5.3 <br />6.4 <br />5.6\ <br />5.7 <br />5:9 3 <br />4 <br />6.0 <br />' 6.2 <br />6.3 <br />6.5 <br />6.6 <br />6.8 <br />6:9 <br />7.1 <br />7.2 <br />7.4 4 <br />5 <br />7.5 <br />7.7, <br />7.8" <br />8.0. <br />8.1 <br />8'3 <br />'8.4 <br />8.6 <br />8.7 <br />8:9 5 <br />6 <br />9.0 <br />9.2 <br />9.3 <br />9:5 <br />9.6 <br />9.8 <br />9.9' <br />10.1 <br />10.2 <br />10.4 6 <br />7 <br />10.5 <br />10.7 <br />10,8 <br />11.0 <br />11.1 <br />11.3 <br />1 t.4 <br />11'.6' <br />11.7 <br />11.9 7 <br />8 <br />12.0 <br />12.2 <br />12.3 <br />1.2.5 <br />12.6 <br />12.8 <br />12.9 <br />13.1 <br />13.4 8 <br />9 <br />13.5 <br />13.7 <br />.13.8 <br />.14.0 <br />14.1 <br />14.3 <br />14.4 <br />•14.6 <br />_13.2 <br />14.7 <br />. <br />14.9. 9 <br />10 <br />15.0 <br />15.2 <br />15.3 <br />15:5 <br />15.6 <br />15.8 <br />1'5.9 <br />-16.1 <br />16.2 <br />.16.4 .10 <br />11 <br />16.5 <br />16.7 <br />16.8 <br />17.0 <br />17.1 <br />17.3 <br />17.4 <br />'17.6 <br />17.7 <br />17:9 •:11 <br />12 <br />18.0 <br />18.2 <br />18.3 <br />18.6 <br />18.6 <br />18.8 <br />18.9 <br />19.1 <br />19.2 <br />19.4 12 <br />13 <br />19.5 <br />,19.7 <br />19.8 <br />20.0' <br />20.1 <br />20.3 <br />20.4 <br />20.6 <br />20.7 <br />20.9 13 <br />1.4 <br />� 21.0 <br />21.2 <br />21.3 <br />21.:5 <br />21.6 <br />21.8 <br />21.9 <br />22.1 <br />22.2 <br />22.4 14 <br />15 <br />22.5 <br />22.7 <br />22.8 <br />23.0 <br />23.1 <br />23.3 <br />23.4 <br />23.6 <br />23.7 <br />23.9 15 <br />16 <br />24.0 <br />24.2 <br />24.3 <br />24.5 <br />24.6 <br />"24.8 <br />24.9• <br />25.1 <br />25.2 <br />:25.4 16 <br />17 <br />25.5 <br />25.7 <br />25.8 <br />26.0 <br />26.1 <br />26.3 <br />26.4• <br />.26.6' <br />-26.7..26.9 <br />17 <br />18 <br />27.0 <br />27.2 <br />27.3 <br />27.5 <br />27.6 <br />27.8 <br />27.9 <br />28.1 <br />•28.2 <br />28.4 18 <br />19 <br />28.5 <br />28.7 <br />28.8 <br />29.0 <br />29.1 <br />29.3' <br />29.4 <br />29:6- <br />29.7 <br />-29.9 19 <br />20 <br />30.0 <br />30.2 <br />30.3 <br />30.5 <br />30.6 <br />30.e <br />30.9 <br />311 <br />31.2 <br />31.4 20 <br />21 <br />31.5 <br />31.7 <br />31.8 <br />32.0-''32.1 <br />32.3 <br />32.4 <br />32.6 <br />.32.7 <br />32.9 .21 <br />22 <br />33.0 <br />332 <br />33.3 <br />33.5 <br />33.6 <br />38.8 <br />33.9 <br />34.1 <br />34.2 <br />34:4 22 <br />23 <br />34.5 <br />'34.7 <br />U.S. <br />35.0 <br />35.1 <br />35.3 <br />35.4 <br />35.6 <br />35.7 <br />35.9 23 <br />24 <br />36.0 <br />36.2 <br />36.3 <br />36.5 <br />36.6 <br />36.8 <br />36.9 <br />37.1 <br />37.2 <br />37.4 24 <br />25 <br />'37.5 <br />37.7 <br />37.8 <br />38.0 <br />3811 <br />38.3 <br />38:4 <br />38.6 <br />38.7 <br />38.9 25 <br />26 <br />39.0 <br />39.2 <br />39.3 <br />39.5 <br />39.6 <br />39.8 <br />39.9 <br />40.1 <br />40:2 <br />40.4 26 <br />27 <br />40.5 <br />40.7 <br />40.8 <br />41.0 <br />41.1 <br />41.3 <br />41.4 <br />"41.6 <br />41.7 <br />41.9 27- <br />28 <br />42.0 <br />42.2 <br />42.3 <br />42.5 <br />42.6 <br />42.8 <br />42.9 <br />43.1 <br />43.2 <br />43.4 28 <br />29 <br />43.5 <br />43.7 <br />43.8 <br />44.0 <br />44.1 <br />44.3 <br />44.4 <br />44.6 <br />44.7 <br />44.9 29 <br />30 <br />45.0 <br />45.2 <br />45.3 <br />45.5 <br />45.6 <br />45.8 <br />45.9 <br />46.1 <br />46.2 <br />46.4 30 <br />31 <br />4G.5 <br />46.7 <br />46.8 <br />47.0 <br />47.1 <br />47.3 <br />47.4 <br />47.6 <br />47.7 <br />47.9 •31 <br />32 <br />48.0 <br />482 <br />45.3 <br />48.5 <br />48.6 <br />48.8 <br />48.9 <br />49.1 <br />49.2 <br />49.4 -32 <br />33 <br />49.5 <br />49.7 <br />49.8 <br />50.0 <br />60.1 <br />50.3 <br />50.4 <br />50.6 <br />50.7 <br />50.9 33• <br />34 <br />51.0 <br />51.2 <br />51.3 <br />51.5 <br />51.6 <br />51.8 <br />'51.9 <br />52.1 <br />52.2 <br />52.4 34 <br />35 <br />52.5 <br />52.7 <br />52.5 <br />53.0 <br />53.1 <br />53.3 <br />53.4 <br />53.6 <br />53.7 <br />53.9 35 <br />36 <br />54.0 <br />54.2 <br />54.3 <br />54.5 <br />54.6 <br />54.5 <br />54.9 <br />55.1. <br />.55.2 <br />55.4 36 <br />37 <br />55.5 <br />55.7 <br />55.8 <br />56.0 <br />56.1 <br />56.3 <br />56.4 <br />56.6 <br />56.7 <br />56:9 37 <br />'38 <br />57.0 <br />57.2 <br />57.3 <br />57.5 <br />57.6 <br />-57.8 <br />57.9 <br />58.1 <br />58.2 <br />58.4 38 <br />39 <br />58.5 <br />58.7 <br />58.8 <br />59.0 <br />59.1 <br />59.3 <br />59.4 <br />59.6 <br />59.7 <br />59.9 39 <br />40 <br />60.0 <br />G0.2 <br />60.3 <br />G0.5 <br />60.6 <br />60.8' <br />60.9 <br />61.1 <br />G1.2 <br />61.4 40 <br />KEUFFEL & ESSER CO., N. Y. <br />For Curve Tables see end of book. . <br />IIIIIIIIIIIII' m <br />The paper' iu this book No. 360 <br />is made of 1000% high grade rag 'stock <br />N1•ith a WATER RESISTING surface sizing. ` <br />12,362-1. kk, It, yx. kM. <br />