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R_T'.JMN TO <br />Lyr1 <br />DRAwLTiCA <br />e and <br />5 <br />KING <br />INSTR <br />ss <br />NTS <br />New York San Francisco <br />New Orleans Pittsburg Toronto <br />(/c! Distances <br />from Center of Roadway for Cross•5ectioning <br />r� <br />Roadway 16 <br />feet <br />wide. <br />Side Slopes 1 on 1. <br />For <br />Single <br />Track <br />Embankment. <br />1M7H <br />0 .1 1 .2 1 .3 1 .4 1 .5 1 .6 1 .7T.8 1 .9 <br />H <br />0 <br />8.0 <br />8.1 <br />8.2 <br />8.3 <br />8.4 <br />8.5 <br />8.6 <br />8.7 <br />8.8 <br />8.9 <br />0 <br />+` <br />1 <br />9.0 <br />9.1 <br />9.2 <br />9.3 <br />9.4 <br />9.5 <br />9.6 <br />9.7 <br />9.8 <br />9.9 <br />1 <br />2 <br />'10.0 <br />10.1 <br />10.2 <br />10.3 <br />10.4 <br />10.5 <br />10.6 <br />10.7 <br />10.8 <br />10.9 <br />2 <br />3 <br />11.0 <br />11.1 <br />11.2 <br />11.3" <br />11.4 <br />11.5 <br />11.6 <br />11.7 <br />11.8 <br />11.9 <br />3 <br />4 <br />1.2.0 <br />12.1 <br />12.2 <br />12.3 <br />12.4 <br />12'.5 <br />12.6 <br />12.7 <br />12.8 <br />12.9 <br />4 <br />, <br />S <br />13.0 <br />13.1 <br />13.2 <br />13.3 <br />13.4 <br />13.5 <br />13.6 <br />13.7 <br />13.8 <br />13.9 <br />5 <br />6 <br />14.0 <br />14.1 <br />14.2 <br />14.3. <br />14.4 <br />14.5 <br />14.6 <br />14.7 <br />14.8 <br />14.9 <br />6 <br />7 <br />15.0 <br />15.1 <br />15.2 <br />15.3 <br />15.4 <br />15.5 <br />15.6 <br />15.7 <br />15.8 <br />15.9 <br />7 <br />8 <br />16.0 <br />16.1 <br />16.2 <br />16.3 <br />16.4 <br />16.5 <br />16.6 <br />16.7 <br />16.8 <br />16.9 <br />8 <br />9 <br />17.0 <br />17.1 <br />17.2 <br />17.3 <br />17.4 <br />17.5 <br />17.6 <br />17.7 <br />17.8 <br />17.9 <br />9 <br />10 <br />18.0 <br />18.1 <br />18.2 <br />18.3 <br />18.4 <br />18.5 <br />18.6 <br />18.7 <br />18.8 <br />18.9 <br />10 <br />11 <br />19.0 <br />19.1 <br />19.2 <br />19.3 <br />19.4 <br />19.5 <br />-19.6 <br />19.7 <br />19.8 <br />19.9 <br />11 <br />12 <br />20.0 <br />20.1 <br />20.2 <br />20.3 <br />20.4 <br />20.5 <br />20.6 <br />20.7 <br />20,8 <br />20.9 <br />12 <br />13 <br />21.0 <br />21.1 <br />21.2 <br />21.3 <br />`21.4 <br />21.5 <br />21.6 <br />21.7 <br />21.8 <br />21.9 <br />13 <br />14 <br />22.0 <br />22.1 <br />22.2 <br />22.3 <br />22.4 <br />22.6 <br />22.6 <br />22.7 <br />22.8 <br />22.9 <br />14 <br />15 <br />23.0 <br />23.1 <br />23.2 <br />23.3 <br />23.4 <br />23.5 <br />23.6 <br />23.7 <br />23.8 <br />23.9 <br />15 <br />16 <br />24.0 <br />24.1 <br />24.2 <br />24.3 <br />24.4 <br />24.5 <br />24.6 <br />24.7 <br />24.8 <br />24.9 <br />16 <br />17 <br />25.0 <br />25.1 <br />25.2 <br />25.3 <br />25.4 <br />25.5 <br />25.6 <br />25.7 <br />25.8 <br />25.9 <br />17 <br />18 <br />26.0 <br />26.1 <br />26.2 <br />26.3 <br />26.4 <br />26.5 <br />26.6 <br />26.7 <br />26.8 <br />26.9 <br />18 <br />19 <br />27.0 <br />27.1 <br />27.2 <br />27.3 <br />27.4 <br />27.5 <br />27.6 <br />27.7 <br />27.8 <br />27.9 <br />19 <br />28.0 <br />28.1 <br />28.2 <br />28.3 <br />28.4 <br />28.5 <br />28.6 <br />28.7 <br />28.8 <br />28.9 <br />120 <br />-7,21 <br />29.0 <br />29.1 <br />29.2 <br />29.3 <br />29.4 <br />29.5 <br />29.6 <br />29.7 <br />29.8 <br />29.9 <br />21 <br />.30.0 <br />30.1 <br />30.2 <br />30.3 <br />30.4 <br />30.5 <br />30:6 <br />30.7 <br />80.8 <br />30.9 <br />22 <br />23 <br />31.0 <br />31.1 <br />31.2 <br />31.3 <br />31.4 <br />31.5 <br />31.6 <br />31.7 <br />31.8 <br />81.9 <br />23 <br />24 <br />32.0 <br />32.1 <br />32.2 <br />32.3 <br />32.4 <br />32.5 <br />32.6 <br />32.7 <br />32.8 <br />32.9 <br />24 <br />25 <br />33.0 <br />33.1 <br />33.2 <br />33.3 <br />33.4 <br />33.5 <br />33.6 <br />33.7 <br />33.8 <br />33.9 <br />25 <br />,> <br />26 <br />34.0 <br />34.1 <br />34.2 <br />34.3 <br />84.4 <br />34.5 <br />34.6 <br />84.7 <br />34.8 <br />34.9 <br />26 <br />27 <br />35.0 <br />35.1 <br />35.2 <br />35.3 <br />35.4 <br />35.5 <br />35.6 <br />35.7 <br />35.8 <br />35.9 <br />27 <br />28 <br />36.0 <br />36.1 <br />36.2 <br />36.3 <br />36.4 <br />36.5 <br />36.6 <br />36.7 <br />36.8 <br />36.9 <br />28 <br />29 <br />37.0 <br />37.1 <br />37.2 <br />37.3 <br />37.4 <br />37.5 <br />37.6 <br />37.7 <br />37.8 <br />37.9 <br />29 <br />80 <br />38.0 <br />38.1 <br />38.2 <br />38.3 <br />38.4 <br />38.5 <br />38.6 <br />38.7 <br />38.8 <br />38.9 <br />30 <br />31 <br />39.0 <br />39.1 <br />39.2 <br />39.3 <br />39.4 <br />39.5 <br />39.6 <br />39.7 <br />39.8 <br />39.9 <br />31 <br />32 <br />40.0 <br />40.1 <br />40.2 <br />40.3 <br />40.4 <br />40.5 <br />40.6 <br />40.7 <br />40.8 <br />40.9 <br />32 <br />33 <br />41.0 <br />41.1 <br />41.2 <br />41.3 <br />41.4 <br />41.5 <br />41.6 <br />41.7 <br />41.8 <br />41.9 <br />33 <br />34 <br />42.0 <br />42.1 <br />42.2 <br />42.3 <br />42.4 <br />42.5 <br />42.6 <br />42.7 <br />42.8 <br />42.9 <br />34 <br />+; <br />35 <br />43.0 <br />43.1 <br />43.2 <br />43.3 <br />43.4 <br />43.5 <br />43.6 <br />43.7 <br />43.8 <br />43.9 <br />35 <br />36 <br />44.0 <br />44.1 <br />44.2 <br />44.3 <br />44.4 <br />44.5 <br />44.6 <br />44.7 <br />44.8 <br />44.9 <br />36 <br />37 <br />45.0 <br />45.1 <br />45.2 <br />45.3 <br />45.4 <br />45.5 <br />45.6 <br />45.7 <br />45.8 <br />45.9 <br />87 <br />88 <br />46.0 <br />46.1 <br />46.2 <br />46.3 <br />46.4 <br />46.5 <br />46.6 <br />46.7 <br />46.8 <br />46.9 <br />38 <br />39 <br />47.0 <br />47.1 <br />47.2 <br />47.3 <br />47.4 <br />47.5 <br />47.6 <br />.47.7 <br />47.8 <br />47.9 <br />39 <br />40 <br />0 48.0 <br />1 48.1 <br />48:2 <br />1 48.3 <br />1 48.4 1 <br />48.5 „ <br />48.6 <br />148.7 <br />149.8 <br />1 48.9 <br />1 40 <br />Example -If point is 22.6 ft. above grade how far.should it be from center <br />'fable <br />line <br />to be a slope stake point? Ane. from <br />roadbed, correct above figures by <br />SO .' : For <br />di in <br />same slopes but other <br />widths <br />in <br />of <br />e�s�tpple <br />one-half erence width of roadbed thus <br />above, for 20 ft. roadbed distance will be 80.6- (20-16)+2 or 2 ft. added <br />to <br />Per elopes of 1 ea &34 <br />see inside ot6&eeh"vw. <br />w <br />CoDYslaht.191}..bY Eu¢erts.L?ietnon{7o. <br />RETURN TO <br />COUNTY SURVEYOR'S OFFICE <br />IG4 Q. <br />-7Ft Off <br />STOCKTON' CALIFORK'IA <br />5 <br />RETURN TO <br />1' COUNTY SURVEYOR'S. OFF1C <br />='/dmf Lr ffosit%fay- Sf � <br />sTocKTO� -�= CALIPAf�Id�A <br />4 <br />7 ,<� K ' <br />��9 9 <br />77 <br />RETURN TO <br />COUNTY SURVEYOR'S OFFICE <br />STOCKTON - CALIFORG•;I?, <br />' r <br />_ <br />ss <br />