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J'L �y <br /> .;' � - <br /> i, %'EUGENE DIETZGEN CO. 12, 3 5 . <br /> 3�a, DRAWING„-•MA E.RIALS, MATHEMATICAL and 7 ,/ 7 <br /> SURVEYING INSTRUMENTS ;9° y s .40 <br /> gi5ago Nelk York )§*r Francisco Now Otleans Pittsburg Toronto ! 7 ? <br /> S z Distances frorqC�r�ter of Roadway for Cross Sectioning L 7d <br /> G _ +Rftdwa 1'Ei fit wide. a Side Sloped on 1. 10 f7 60 <br /> For Single Track Embankment. <br /> H 0 I .1 .2 .3 I .4 I .5 I .6 .8 J H <br /> 0 &0 8. 8.2 8.3 8.4 8.5 8.6 8.7 8 8.9 0 --t <br /> - /2d <br /> 1 9.0 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9:8 99 1 J'6" . 01/ <br /> '_ <br /> 2 10.0 10.1 10.2 10.3 10.4 10.5 10.6 10.7 10.8 10,Q 2 g`. Z a <br /> 3 11.0 11.1 11.2 11.3 11.4. 11.5 11.6 11.7 11.8 11:9 3 \ <br /> 4 12.0 12.1 12.2 12.3 12.4 12.5 12.6 12.7 128 12.9 4 <br /> 5 13.0 13.1 13.2 13.3 13.4 13.5 13.6 13.7 13.8 13.8 5 �j --- 3 <br /> 6 14.0 14.1 14.214.3 14.4 14.5 .14.6 14.7 14.8 14.9 6 y <br /> 7 15.0 15.1 15.2 15.3 15.4 15.5 15.6 15.7 15.8 15.9`• 7 6 G _ <br /> 8 16.0 16.1 16.2 16.3 16.4 16.5 16.6 16.7 16.8 16.9 8 �r <br /> 10 18.0 .18.1 18.2 18.3 18.4 18.5 18.6 18.7 18 <br /> .8 17.9 9 (� ��B ,� <br /> 9 17.0 17.1 17.2 17.3 17.4 17.5 17.6 17.7 17 8 18.9 10 <br /> 11 19.0 19.1 19.2 19.3 19.4 19.5 19.6 19.7 MS 19.9 11 <br /> 12 20.0 20.1 20.2 20.3 20.4 20.5 20.6 20.7 20.8: 20.9 12 <br /> 13 21.0 21.1 21.2 21.3 21.4 21.5 21.6 21.7 21.$ 21.9 13 - <br /> 14 22.0 22.1 22.2 22.3 22.4 22.5 22.6 22.7 22.8 22.9 14 <br /> 15 23.0 23.1 23.2 23.3 23.4 23.5 23.6 23.7 23.8 23.9 15 -q- C,o <br /> 16 24.0 .24.1 24.2 24.3 24.4 24.5 24.6 24.7 248 24.9 16 <br /> 17 25.0 25.1 25.2 25.3 25.4 25.5 25.6 25.7 25.8 25.9 17 20 a G f <br /> 18 26.0 26.1 6.2 26.3 26.4 26.5 26.6 26.7 26.8 26.9 18 <br /> 19 27.0. 27.1 27.2 27.3 27.4 27.5 27.6 27.7 27.8 27.9 19 �1 Z <br /> 20 28.0 28.1 28.2 28.3 28.4 28.5 28.6 28.7 28.8 28.91 '20 <br /> 21 29:0 29.1 29.2 29.3 29.4 29.5 29.6 29.7 29.9 29.9 21 <br /> 22 30.0 30.1 30.2 30.3 30.4 30.5 30.6 30.7 30.8 30.9 22 <br /> 23 31.0 31.1 31.2 31.3 31.4 31.5 31.6 31.7 31.8 31.9 23 � 7,3 <br /> 24 32.¢ 32.1 32.2 32.3 32.4 32.5 32.6 32.7 32.8 32.9 24 -- <br /> 25 33.0 33.1 33.2 33.3 33.4 33.5 33.6 33.7 33.8 33.9 25 s a %3 <br /> 26 34,0 34.1 34.2 34.3 34.4 34.5 34.6 34.7 34.8 34.9 26 C�� 77 -- = ---- <br /> 27 35.0 35.1 35.2 35.3 35.4 35.5 35.6 35.7 35.8 35.9 .27 144 <br /> 28 36.0 36.1 36.2 36.3 36.4 36.5 36.6 36.7 36.8 36.9 28 <br /> 29 37.0 37.1 37.2 37.3 37.4 37.537.6 37.7 37.8 37.9 29 <br /> J <br /> 30 38.0 38.1 38.2 38.3 38.4 38.5 38.6 38.7 33.8 38.9 30 ; z Z s <br /> 7S1 f 6 i <br /> 31 39.0 39.1 39.2 39.3 39.4 39.5 39.6 39.7 39.8 39.9 31 7` r 3 <br /> F <br /> '32 40.0 40.1 40.2 40.3 40.4 40.5 40.6 40.7 40.8 40.9 32 f� �. a 3 ` <br /> 33 41.0 41.1 41.2 41.3 41.4 41.5 41.6 41.7 41.8 41.9 33 " <br /> 34 42.0 42.1 42.2 42.3 42.4 42.5 42.6 42.7 42.8 42.9 34 -- F! <br /> 85 43.0 43.1 43.2 43.3 43.4 43.5 43.6 43.7 43.8 43.9 35 lz 2.6 <br /> 36 44.0 44.1 44.2 44.3 44.4 44.5 44.6 44.7 44.8 44.9 36 <br /> 37 45.0 45.1 45.2 45.3 45.4 45.5 45.6 45.7 45.8 45.9 37 <br /> 38 46.0 46.1 46.2 46.3 46.4 46.5 46.6 46.7 46.8 46.9 38 z 99 ?2 � 2 y a 3 o d l <br /> 39 47.0 47.1 47.2 47.3 47.4 47.5 47.6 47.7 47.8 47.9 39 <br /> 40 48.0 48.1 48.2 48.3 48.4 48.5 48.6 48.7 48.8 48.9 40 <br /> Example-If point is 22.6 ft.above grade,how far should it be from center line 3• a o <br /> to be a slope stake point? Ana.froth Table 30.8. For same slopes but other widths <br /> of roadbed,correct above figures by and half difference in widtlr of roadbed;thus in <br /> example above,for op ft.roadbed distance will be ocov (2p--16)*2 or 2 ft,added to F EL� �•/O! -; <br /> 30.8=33.6. For slopes of 1 on 1 A see inside of back cover: $ _ <br /> Copyright,1914,by Eugene Dietzgen co. <br /> k„. q <br />