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EUGENIMM" <br /> DRA 1} �YA f7CP►L and RETURN TO <br /> ' Ts COUNTY SURVEYOR'S .AF , c <br /> "w �,. New Y ppAs Pittsburg Toronto <br /> Distances from Ce4ter of Roadway for.Ctosa-Sectioning gT KTON -- CALIFORNIA 2�_ <br /> Roadway 16 feet wide. Side Slopes 1 on 1. <br /> For Single Track Embankment. r <br /> A ' 0 .1 .2 .3 1 .4 1 .5 .6 .7 .8 .9 11' <br /> 1 8.2 8'3 8.4 8.5 8.6 8.7 8.8 ' 9.19 0 <br /> 1 9.8 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 '9.9 1 <br /> '19.0 10.1 10.2 10.3 10.4 10.5 10.6 10.7 10:8 10.9 2 <br /> >i 11.0 11.1 11.2 11.8 11.4 11.5 11.6 11.7 .11.8 11.9 3 T L <br /> 4,' 12.0 12.1 12.2 12.8 12.4 12.5 12.6 12.7,12.8 12.9 4 <br /> .$ 13A 13.1 13.2 13.3 13.4 13.5 13.8 13.7 13.8 13.9 5 <br /> $ 14.0 14.1 14.2 14.3 14.4 14.5 14.6 14.7 14.8 14.9 6- 7d <br /> T 15.0 15,1 15.2 15.3 15.4 15.5 15.6 15.7 15.8 15.9' 7 <br /> S' 16.0 16.1 16.2 16.3 16.4 16.5 16.6 16.7 16.8 16.9 8 5 c <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' 18:0 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.$ 20.3 20.4 20.5 20.6 20.7 20.8 20.9 12 z' <br /> 13 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 14 <br /> 15 WO 23.1 23.2 23.3 23.4 23.5 23.6 23.7 23.8 23.1) 15 <br /> 26: 24.0 24.1 24.2 24.8 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 25.7 25.8 25.9 17 <br /> 1825.0 26.1 26.2 26.3 26.4 26.5 26.6 26.7 26.8 26.9 18 -� <br /> 19 27.0 27.1 27.2 27.8 27.4 27.5 27.6 27.7 27.8 27.9 .19 __ --- - •, , <br /> 20 28.0 28.1, 28.2 28.3 28.4 28.5 28.6 28.7 28.8 28.9 20 T} d" '^ <br /> 21211.0 29.1 29.2 29.3 29.4 29.5 29.6 29.7 29.8 29.9 21 <br /> 2h, '$0.0 80.1 30.2 30.3 80.4 30.5 30.6 30.7 30.8 30.9 22 <br /> 23' 81.0 81 81.2 31.3 31.4 31.5 31.6 31.7 31.8 31.9 23 <br /> 82.2 32.3 32.4 32.5 32.6 32.7 32.8 32.9 24 <br /> 25' <br /> 4WO 38.1 33.2 83.8 33.4 33.5 33.6 33.7 33.8 33.9 25 <br /> 24' BLO $41 34.2 84.3 34.4 84.5. 316 34.7 34.8 84.9 26 i <br /> 27' $5.0 85.1 85.2 85.8 85.4 85.5 W 35.7 35.8 35.9 27 <br /> r 28'' $6.0 36.1 36.2 $6.8 36.4 86.5 36.6 36.7 36.8 36.9 28 <br /> 29 87.0 37.1 37.2 87.3 37.4 37.5 87.6 37.7 37.8 37.9 29 <br /> i 30 $8.0 38.1 38.2 88.8 38.4 38.5 88.6 88.7 38.8 88.9 30 f <br /> 81 $9.0 $0.1 39.2 89.3 39.4 39.5. 39.6 39.7 89.8 39.9 31 <br /> 82 40.0 40.1 40.2 40.8 40.4 40.5 40.6 40.7 40.8 40.9 32 <br /> 3$ 41.0 41.1 41.2 41.8 41.4 41,5 41.6 41.7 41.8 41.9 33 <br /> < 84 42.0 42.1 42.2 42.3 42.4 42.5 42.6 42.7 42.8 42.9 34 <br /> 85 48.0 43.1 43.2 43.3 43.4 43.5 43.6 43.7 43.8 43.9 35 <br /> 80 44.0 44.1 44.2 44.8 44.4 44.5 44.6 44.7 44.8 44.9 36 <br /> x. 87 45.0 45.1 45,2 45.3 45.4 45.5 45.6 45.7 45.8 45.9 37 <br /> 88 46.0 46.1 46.2 46.3 46.4 46.5 46.6 46.7 46.8 46.9 38 <br /> 39 47.0 47.1 47.2 47.3 41.4 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. 48.8 148.7 1483 48.9 1140 REt4AN to <br /> 3atmple-If point is 22.6 ft,above grade,how far-should it be from center line U PI TY SURVEYORSC F F I C I <br /> to be a slops stake point? Ana,from Table 30.6. For same elopes but other widths <br /> of roadbed,correct above figures by one-half difference in width of roadbed;thus in <br /> w esample above,for 20 ft.roadbed distance will be 30.6-L(20-16)+2 or 2 ft.added to <br /> h { 80.6+-2.0. For slopes of 1 on 13y see inside of back cover. <br /> Copyright,1914.by Eugene Distagen Co. CA L I F(3 R{V 1 <br /> s . <br /> i <br />