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u} EUGENE DIETZGEN CO. A-/ <br /> DRAWING MATERIALS,SURVEYIIN INSTRUMENTS <br /> CAL and, <br /> C•hicato New York San Francesco New Orleans Pittsburg Toronto = / <br /> D[atances from Center of Roadway for Cross,�ectionfng c <br /> Roadway 10 feet wide. Side Slopes 1!mi 1. <br /> For Single Track Finbankment - <br /> H 0 I .1 .2 .3 I .4 .5 .6 .7 .8 9 2 ! tib' +° ! AZ <br /> 8.0 8.1 8.2 .8.3 8.4 8.5 8.6 8.7 8 8.9 0 <br /> 1 9.0 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9 t°1 <br /> 2 100 10.1 10.2 10.3 10.4' 10.5 10.6 10.7 10.8 10.9 2 ¢ -� <br /> $ 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 12.8 12.9 4 <br /> 8 1310 13.1 13.2 15.3 13.4 18.5 13.6 13.7 13.8 13.9 5 <br /> 6 14.0 14.1 14.2 14.3 14.4 14.5 1446. 4. 14.8 14.9 6 RETURN TO <br /> 7 15.0 15.1 15.2 15.3 15.4 1,5.5 15.6.16.6; 18$g 7 15.8 15.9 7 COUNTY SURVEYOR'S OFFICE <br /> ' <br /> y- 3 16.0 16.1 16.2 16.3 16.4 16.5 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 /> Q 18.0 18.1 18.2 18.3 18.4 18.5 18.6 18.7 18.8 18.9 10 /�64 E /' sC��`oir Sf , <br /> 19.0 19.1 19.2 19.3 19.4 19.5 19.6 19.7 19:8 19:8 11 STOCKTON CALIFORNIA <br /> 00.0 20.1 20.2 20.3 20.4 20.5 20.6 20.7 20.8 20.9 12 <br /> a 21.1 21.2 21.3 21.4 21.5 21.6 21.7 21.8 21.9 13 <br /> 22.1 22.2 22.3 22.4 22.5 22.6 22.7 22.8 22.9 14 <br /> 0' 23.1 23.2 23.3 23.4 23.5 23.6 23.7 23.8 23.9 15 <br /> 24.1 24.2 24.3 24.4 24.5 24.¢, 24.7 24.8 24.9 16 _ <br /> A .0 25:1 25.2 25.3 25.4 5.5 25.6 '25.7 25.8 25.9 '17 <br /> t �L0 26.1 26.2. 26.3 26.4 F6.5 26.6 26.7 26`.8 -26:9 18 00K�7 "5 <br /> Q 27.1 27.2 27.3 27.4 27.5 27.6 27.7 27.8 27.9 19 <br /> 40 28.1 28.2 28.3 28.4 28.5 28.6 28.7 28.8 28.9 20 <br /> 0 29.1 29.2 29.3 29.4 29.5 29.6 29.7 29.8 29.8 21 <br /> $0.0 30.1 30.2 30.3 30.4 30.5 30.6 30.7 30.8 30.9 22 $ Z <br /> .0 31.1 31.2 31.3 31.4 31.5 31.6 31,7 31.8 31:9 23 <br /> 32.1 32.2 32.3 32.4 32.5 32.6 32.7 32.8 32.9 24 <br /> 1 33.2 233.3 33.4 83.5 83.6 33.7 33.8 33.9 25 P <br /> �1 34 34.3 34.4 4 5 34.6 34.7 34:8 34.9 26 - -�S <br /> $fiS1 3&4$ ;35.4 '351 '85.6 35.7 35.8 35.9 27 -� f 1 Y; <br /> $6.2 80.3 36.4 36.5 36.6 36.7 36.8 36.9 28 <br /> 1 37.2 -87.1t 37.4 37.5 37.6 37.7 37.8 37.9 29 <br /> 1 38.24 38.3 384 38.5 38.6 38.7 3t3.8 38.9 30 f <br /> 1 39.2 39.3 39.4 39.5 •39.6 39.7 39.8 39.9 31 's� '- ✓ <br /> 40.1 40.2 40.3 40.4 40.5 40.6 40.7 40.8 40.9 32 <br /> 1t 4i:1 41.2 413 41.4. 41.5 41.6 41.7 41.8 41.9 33 <br /> 41 42.2 42 3 42.4 42.5 42.6 42.7 42.8 42.9' 34 <br /> '43fr;.. <br /> 1 43.2 43.3 43.4 43.5 43.6 43.7 43.8 43.9 35g <br /> -,4&,l 45.2 46.3 45.4 45.5 45.6 45.7 4.5.8 45.0 31 1 <br /> 40:1; 46.2: 46.3 46.4 46.5 46.6 46. 468 46.9 38 <br /> 4 47.2 47.3 47.4 47.5 47.6 47.7 47.8 47.9 39 <br /> 48.2 48:3 48.4 48.5 48.6 48.7 49.8 <br /> 6 1t,above grade,how far should' be from dCnter line ' <br /> Pit"?o. from Table 30.6. For same but other widths <br /> fi�ltrq by one-half'difference in wi o roadbed•thus in <br /> a 3aadbed distance will be 30.6-}-(20-16)+2 or2ft.added to <br /> & 'lfoe slopes of 1 on 1;4 see inside of back cover. <br /> Copyright,1914,by Eugene Dietzgen Co. <br /> w; <br /> i <br /> i <br />