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DISTANCES FROM SIDE STAKES FOR CROSS -SECTIONING <br />Roadway of any Width. Side Slopes 11h to 1. <br />In the figure below: opposite` 7 uhder;^Cut or Fill" <br />and under .3 read 11.0, the distance out from the <br />SLOPE STAKE side stake at left. Also, opposite 11 under "Cut or <br />SIDE STAKE Fill' and under .1 read 16.7, the distance out from <br />the side stake at right, <br />CENTER STAKE___ T\,:� <br />, <br />\ J <br />SIDE STAKE i- <br />SLOPE, STAKE <br />l6�7 <br />0 .1 .2 1--.3 1 .4 1 .5 .6 .7 .8 .9 <br />Distance out from Side or Shoulder Stake <br />0 <br />-0.0 <br />0.2 <br />0.3 <br />0.5 <br />0.6 <br />0.8 <br />0.9 <br />1.1 <br />1.2 <br />1:4 <br />0 <br />1 <br />1.5 <br />1.7 <br />1.8 <br />2.0 <br />21 <br />2.3 <br />2.4 <br />2.6 <br />2.7 <br />23 <br />1 <br />2 <br />3.0 <br />3.2 <br />3.3 <br />15 <br />3.6 <br />3.8 <br />3,9 <br />4.1 <br />4.2. <br />4.4 <br />2 <br />3 <br />4.5 <br />4.7 <br />4.8 <br />5:0 <br />5.1 <br />.5.3, <br />,:5.4 <br />5.6 <br />5.7 <br />5.9 <br />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 <br />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 <br />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 />101 <br />10.4 <br />6 <br />7 <br />10.5. <br />10.7 <br />10.8 <br />11.0 <br />11,1 <br />11.3 <br />11.4 <br />11.6 <br />11.7 <br />11.9 <br />1 <br />8 <br />12.0 <br />.12.2 <br />12.3 <br />12,5 <br />12.6 <br />12.8 <br />12.9 <br />131 <br />13.2 <br />2•13A <br />'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 />14.7 <br />1419 <br />- 9 <br />10 <br />•15.0 <br />15.2 , <br />15.3 <br />15.5 <br />15.6 <br />15.8 <br />15.9 <br />16.1 <br />16.2 <br />16.4 <br />10 <br />11 <br />16.5.'.16.7 <br />16.8 <br />17.0 <br />17.1 <br />17.3 <br />17.4 <br />17.6 <br />173 <br />17.9 <br />11 <br />12 <br />18,0 <br />18.2 <br />18.3 <br />18,5, <br />18.6 <br />18.8 <br />18.9 <br />19.1 <br />19.2 <br />-19A <br />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 <br />13 <br />1'4 <br />21.0 <br />21.2 <br />213 <br />21.5. <br />21.6 <br />21.8 <br />21.9 <br />22.1 <br />22.2, <br />22.4 <br />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 <br />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 <br />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 <br />26.9 <br />17 <br />18 <br />27.0 <br />27.2 <br />27.3 <br />27.5 <br />27.6 <br />21.8 <br />27.9 <br />28.1 <br />28.2 <br />28:4 <br />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 <br />19 <br />20 <br />30.0 <br />30.2 <br />30,3 <br />30.5 <br />30.6 <br />30.8 <br />30.9 <br />31.1 <br />31.2 <br />31A <br />20 <br />21 <br />31.5 <br />31.7 <br />31,8 <br />32.0 <br />32.1 <br />32.3 <br />32.4 <br />32.6 <br />32.7, <br />32.9 <br />21 <br />22 <br />33.0 <br />33.2 <br />33.3 <br />33.5 <br />33.6 <br />33.8 <br />33.9 <br />34.1 <br />34,2;,, <br />34'A <br />22 <br />23 <br />34.5 <br />34.7 <br />34.8 <br />35.0 <br />35.1 <br />35.3 <br />35.4 <br />35.6 <br />35:7; <br />35,9 <br />23 <br />24 <br />36-0--.36.2 <br />36.3 <br />36.5 <br />36,6 <br />36.8 <br />36.9 <br />37.1 <br />372' <br />37.4- <br />24 <br />25 <br />37.5 <br />37.7 <br />37.8 <br />38.0 <br />38.1 <br />38.3 <br />38.4 <br />38.6 <br />38.7, <br />38.9 <br />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 <br />26 <br />27 <br />40,5 <br />403 <br />40.8 <br />41.0 <br />41.1 <br />41.3 <br />41.4 <br />41,6 <br />41'.7 <br />41,9 <br />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 />411 <br />43.2 <br />43,4 <br />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 />47 <br />44.9 <br />29 <br />.30 <br />45.0 <br />45.2 <br />45.3 <br />415 <br />45.6 <br />45.8 <br />45.9 <br />46.1 <br />46.2 <br />46.4 <br />30 <br />31 <br />46.5 <br />46.7 <br />46.8 <br />47.0 <br />47.1 <br />47.3 <br />47A <br />47.6 <br />47.7 <br />47.9 <br />31 <br />32 <br />48.0 <br />48.2 <br />483 <br />48.5 <br />48.6 <br />48.8 <br />481 <br />49.1 <br />49.2 <br />49.4 <br />32 <br />33 <br />49.5 <br />49.7 <br />49.8 <br />50.0. <br />50.1 <br />50.3 <br />50.4 <br />50.6 <br />50',7. <br />50:9 <br />33 <br />34 <br />51.0 <br />51.2 <br />51.3 <br />51.5 <br />516 <br />5148 <br />51.9 <br />52.1 <br />52.2 <br />5214 <br />34 <br />35 <br />52.5 <br />52.7 <br />52.8 <br />53.0- <br />53.1-. <br />53.3 <br />53.4 <br />'53.6 <br />53.7. <br />53.9 <br />35 <br />36 <br />54.0 <br />54.2 <br />543 <br />54.5 <br />54.6 <br />54.8 <br />54.9 <br />55.1 <br />55.2 <br />55.4 <br />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 />563 <br />56:9. <br />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 />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 />'58.4. <br />59.7 <br />59.9 <br />39 <br />40 <br />60.0 <br />60,2 <br />60.3 <br />60.5 <br />60.6 <br />60.8 <br />60.9 <br />61.1 <br />61.2 <br />61.4 <br />40 <br />1' <br />;1 +� <br />I� <br />i <br />k+. <br />KE:UFFEL & ESSER Co. For Curve Tables see end of book. i <br />I <br />I <br />