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1 <br /> . iF. <br /> EUGENE DIE.TZGEN CO. <br /> DRAWING MATERIALS. MATHEMATICAL and �5 <br /> SURVEYING INSTRUMENTS ! <br /> New Yo& San f9wxmo New Orleans Pittsburg Toronto 1 <br /> Dlatancw from Center of Roadway for Goss-Seetionkt <br /> Road"T 16 feet wide. Side Slopes 1 on 1. <br /> For Single Track Embankment 1 <br /> t <br /> 1H - 0 .1 .2 .3 I .4 _5 .6 .7 .8 I ,9 H <br /> 8.0 .1 8. 8.3 8.4 8.5 8.6 .7 .8 <br /> 1 X9.0 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9 1 <br /> 2 10.0 10.1 10.2 10.3 10.4 10.5 10.6 10.7 10.8 10.9 2 <br /> 8 11.0 11.1 11,2, 11.3 11.4 11.5 11.6 11.7 11.8 11.9 8 <br /> 4 12.0 12.1 12.2 12.3 12.4 12.5 12.6 12.7 12.8 12.9 4 <br /> 5 :13.0 '13.1 18.2 13.3 13.4 13.5 13.6 13.7 13.8 13.9 5 <br /> 6 14.0 14.1 14.2 14.3. 14.4 14.5 14.6 14.7' 14.8 14.9 6 <br /> 7 15.0 15.1 15.2 15.3 15.4 .15.5 15.6 15.7 15.8 15.9 7 <br /> 8 16.0 16.1 16.2 16,3 16.4 16.5 16.6 16.7 16.8 16.9 8, <br /> 9 17.0, 17.1 17.2 17.3 17.4 17.5 17.6 17.7, 17.8 17.9 9 <br /> 10 `18.6' 18.1 18.2 18.3 18.4 18.5 18.6 18.7 18.8 18.9 10 <br /> 11 19.0 19.1 19.2 19.3 19.4 19.5 19.6 19.7 19.8 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 /> 1$ 21.0 21.1 21.2 21.3 21.4 21.5 21.6 21.7 .21.8 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 1 14 <br /> lb 23.0 23.1 23.2 23.3 23.4 23.5 23.6 23.7 23.8. 23.9 15 <br /> 16 24.0 24.1 24.2 24.3 24.4 24.5 24.6 24.7 24.8 24,9 16 <br /> 17 25.0 25.1 25.2 25.3 25.4 25.5 25.6 251 25.8 25.9 17 <br /> 18 26.0 26.1 26.2 26.3 26.4 26.5 26.6 26.7 26.8 26.9 18 <br /> 19 27.0 X7.1 27.2 27.3 27.4 27.5 27.6 .27.7 '27.8 27.9 19 <br /> 90 28.0 28.1 28.2 28.3 28.4 28.5 28.6 28.7 28.8 28.9 20 <br /> 21 29.0 29.1 29.2 29.3 29.4 29.5 29.6 29.7 29.8 29.9 21 <br /> 22 .0 30.1 80.2 30.3 30.4 80.5 30.6 30.7 30.8 30.9 22 <br /> 23 81.0 81.1 81.2 31.3 31.4 31.5 31.6 31.7 81.8 31.9 23 <br /> 82.0 82.1 32.2 32.3 32.4 32.5 32.6 32.7. 32.8 32.9 24 <br /> 26: 33.0 33.1 83.2 83.8 33A 33.5 33.6 33.7 83.8 33.9 -25 <br /> 2¢ 84.0 841 84.2 84.3 3C4 34.5 34.6 34.7 34.8 84.9 25 <br /> 7277 35.0 35.1 35.2 85.8 35.4 85:5 35.6 85.7 35.8 35.9 "27 <br /> 28 3610 36.1 36.2 86.3 36.4 86.5 36.6 36.7 36.8 36.9 28 <br /> 29 37.0 37.1 "37.2 87,3 37.4 37.5 37.6 87.7 37.8 37.9 29 <br /> 80 88.0 38.1 38.2 88.3 88.4 38.5 88.6 38.7 88.8 38.9 30 <br /> 81 39.0 89.1 89.2 89.3 .39.4 89.5 39.6 39.7 89.8 39.9 81 <br /> 32 40.0, 40.1 40.2.40.3 40.4 40.5 40.6 40.7 40.8 40:9 32 <br /> 88, 41.0 41.1 41.2 41.3 41.4 41.5 41.6 41.7 .41.8 41.9 88 <br /> 34 42.0 42.1 42.2 42.3 42.4 42.5 42.6 42.7 42.8 42.9 34 <br /> 85 43.0 43.1 43.2 43.3 43.4 43.5 43.6 43.7 43.8 43.9 35 <br /> 36 44.0 44.1 44.2 44.8 44.4 44.5 44,6 44.7 44.8 44.9 36 This Field Book is manufactured of a High <br /> 37 45.0 45.1 45.2 45.3 45.4 45.5 45.6 45.7 45.8 45`9 37 Grade 1009'o Rag Paper Having a WATER j <br /> 38- 46.0 48.1 48.2 46.3 46.4 46.5 48.6 46.7 48.8 46.9 38 <br /> 39' 47.0 47.1 47.2 47.3 47.4 47.5 47.6 47.7 47.8 47.9 39 RESISTING SURFACE, and is sewed with'- <br /> 40 48.0148.1148.21 48.3148.4j 48.b 48.6 48.7 148.8 148.9 4 40 { <br /> Bing Special Enamel Waterproof thread. <br /> Esamplo-It point is Z1.6 ft.above .a.,how far should It be from enter Noe <br /> to be a slope stake point? Ana.from Table 30.6. For same slopes but other widths t <br /> of roadbed.correct above flsures by oae-half difference in width of roadbed; us is <br /> aeon,for 20 ft.roadbed diatan will be 30.6+(20--16)•2 or S ft. to <br /> > A. <br /> For skipas of 1 on 1, iAc pf back.covar. 9► <br /> -,, , Copyrltht,i91i.by'L"tai Diiti�en Co a <br />