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DISTANCES FROM SIDE STAKES FOR CROSS-SECTIONING µ <br /> Roadway of any Width. Side Slopes V/to 1. <br /> In the figure below: opposite 7 under'"Cut or Fill" and under.3 read 11.0, the distance out <br /> from the side stake at left.Also,opposite 11 under"Cut or Vll"and under .1 read 16.7,the - - <br /> Slops Stake distance out from the side stake at right. L� <br /> Side SUM <br /> \� �r y <br /> r _ Grad@----- <br /> Canter Stale <br /> LL .� <br /> Side Stak �� c <br /> -6:7 \ WSlope Sake <br /> II- 0 .1 .2 .3 1 .4 1 .5 1 .s .7 .8 1 .9 <br /> �0 0.0 0.2 <br /> Distance 0.6 0 fi0.8 0 9 <br /> Side orShoulder Stake 1 1.2 1.4 0r'- <br /> 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 <br /> 3 4.5 4.7 4.8 5.0 6.1 5.3 5.4 5.6 6a7 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 7.6 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 9.8 9.6 9.6 9.8 9.9 10.1 10.2 10.4 6 <br /> 7 10.5 10.7 10.8 11.0 11.1 11.3 11.4 11.6 11.7 11.9 7 4a <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 18.5 18.7 18.8 14.0 14.1 14.3 14.4 14.6 14.7 .14.9 9 <br /> 10 15.0 15.2 15.3 16.5 16.6 16.8 15.9 16.1 16.2 16.4 10 Mn 4,L6 k,1 % <br /> 11 16.6 16.7 16.8 17.0 17.1 17.3 17.4 17:6 17.7 17.9 11 <br /> 12 18.0 18.2 18.3 18.6 18.6 18.8 18.9 19.1 19.2 19.4 12 <br /> 18 19.5 19.7 19.8 20.0 20.1 20.3 20.4 20.6 20.7 20.9 .13 <br /> 14 21.0 21.2 21.3 21.5 21.6 21.8 21.9 22.1 22.2 22.4 14 Z, <br /> 15 22.5 22.7 22.8 23.0 23.1 23.3 28.4 23.6 23.7 23.9 15 6 <br /> 16 24.0 24.2 24.3 24.5 24.6 24.8 24.9 25.1 25.2 25.4 16 <br /> 17 25.5 25.7 26.8 26.0 26.1 26.3 •26.4 26.6 26.7 26.9 17 o <br /> 18 27.0 27.2 27.3 27.5 27.6 27.8 27.9 28.1 28.2 28.4 18 �Z / <br /> 19 28.5 28.7 28.8 29.0 29.1 29.3 29.4 29.6 29.7 29.9 19 <br /> 201 80.0 80.2 80.3 30.5 30.6 30.8 30.9 31.1 31.2 31.4 20 i o .7 a <br /> 211 31.5 $1.7 31.8 32.0 32.1 32.3 32.4 32.6 32.7 32.9 21 <br /> 22 88.0 88.2 33.8 38.5 33.6 83.8 38.9 34.1 34.2 34.4 22 <br /> 23 1 34.6 84.7 34.8 85.0 35.1 35.3 35.4 35.6 35.7 35.9 23 <br /> 24 86.0 36.2 86.8 86.5 36.6 86.8 36.9 37.1 37.2 37.4 24 <br /> 25 87.6 87.7 87.8 88.0 38.1 38.3 38.4 38.6 38.7 38.9 26 <br /> 26 89.0 39.2 39.3 39.5 39.6 39.8 39.9 40.1 40.2 40.4 26 --- <br /> 27 40.5 40.7 40.8 41.0 41.1 41.3 41.4 41.6 41.7 41.9 27 j S <br /> 28 42.0 42.2 42.8 42.5 42.6 42.8 42.9 43.1 48.2 43A 28 <br /> 29 48.5 48.7 48.8 44.0 44.1 44.3 44.4 44.6 44.7 44.9 29 <br /> 80 46.0 45.2 45.8 45.5 45.6 46.8 45.9 46.1 46.2 46.4 30 <br /> 81 46.5 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 48.8 48.5 48.6 48.8 48.9 49.1 49.2 49.4 32 <br /> 38 49.6 49.7 49.8 50.0 50.1 50.8 50.4 50.6 50.7 50.9 33 - <br /> 84 51.0 51.2 51.3 51.5 51.6 51.8 51.9 52.1 62.2 52.434 <br /> 85 52.6 52.7 52.8 63.0 63.1 53.8 53.4 63.6 63.7 53.9 36 The paper in this book No. 363A <br /> 86 54.0 54.2 54.3 54.5 54.6 54.8 64.9 66.1 55.2 66.4140 <br /> 36 is made of b0% high grade rag stock <br /> 37 55.6 66.7 66.8 56.0 56.1 56.3 56.4 56.6 56.7 56.937 <br /> 88 57.0 57.2 57.3 57.5 57.6 57.8 57.9 58.1 68.2 68.4 38 with a WATER RESISTING surface sizing. <br /> 89 58.6 58.7 58.8 69.0 59.1 59.3 59.4 69.6 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 2 7' S`7 6 <br /> KEUFFEL i ESSER CO.. N. Y. <br /> e s w 3 <br /> e r <br /> O <br /> r <br /> Is <br /> ' . . .. a �� + r � A • r <br />