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`'DISTANCES FROM SIDE -STAKES FOR CROSS -SECTIONING <br />Roadway of any Width: Side Slopes 11/Z to 1. <br />gout <br />In the figure helOwr pppoalte 7 under "Cut or Fill" and Under ,3 read 11 .0, the din nep <br />from the bide Blake at left. Also, opposite 11 under "Cut ur Fill" and Under .1 read 19.7, thou <br />dlsraxt<e put from the side btske at right. <br />Slope Slake <br />- Cent Cr'Steke\\ <br />j <br />\ar - <br />Side,Sto\� _ <br />lope Stake <br />--^16:7 <br />.3 . .4': .5 .6 ' .7 8 ' .9 0_ <br />Dist+nee out from Side or Shoulder Stake -� <br />• 0 <br />0.0 <br />0.2. <br />0.3 <br />0.5 <br />0.6 <br />0.8 <br />0.9 <br />1.1 <br />12 <br />1.4 0 <br />1 <br />1.5 <br />1.7 <br />1,8 <br />2.0 <br />2.1 <br />. 2.3 <br />2.4 <br />2.6 <br />2.7 <br />2.9 1- <br />2 <br />3.0 <br />3.2 <br />3.3' <br />3.5 <br />3.6_ <br />` 3,8 <br />3.9 <br />4.1 <br />4.2 <br />4.4 2 <br />3 <br />4.5 <br />4.7 <br />4.8 <br />5.0 <br />5.1 <br />5.3_ <br />5.4 <br />_' <br />5.6 <br />5.7 <br />5.9 3 <br />4 <br />6.0 <br />6.2 <br />6:3 <br />6.5 <br />6,6 <br />} 6.8 <br />6.9 <br />7.1 <br />7.2 <br />-7.4 4 <br />5 <br />7.5 <br />7.7 <br />. 7.8 <br />8.0 <br />8.1 <br />' 8.3 <br />8.4 <br />. 8.6 <br />8.7 <br />8.9 5 <br />6 <br />9.0, <br />9.2 <br />M <br />9.5 <br />9.6 <br />.a 9.8 <br />9.9 <br />:10.1 <br />10.2.. <br />10.4 6 <br />7 <br />10.5 <br />10.7 <br />10.8 <br />11.0 <br />11,1 <br />11.3 <br />11.4 <br />11.6 <br />11.7 <br />- 11.9 7 <br />8 <br />12.0 <br />12.2 <br />12.3 <br />12.5 <br />12.6 <br />.12.8. <br />12.9 <br />13.1. <br />13.2 <br />13.4 8 <br />9 <br />13.5 <br />13.7 <br />13,8 <br />14.0: <br />14.1.1?.14.3 <br />14.4 <br />14.6 <br />14.7' <br />14.9 9 <br />10 <br />15.0 <br />•152 <br />15.3 <br />15.5 <br />15.6 <br />'15:8 <br />15.9 <br />16.1 <br />.;16:`2'" <br />16.4 10 <br />11 <br />16.5 <br />16!7. <br />,16.8 <br />17.0 <br />17.1 <br />17.3 <br />17.4 <br />17:6 <br />17.7 <br />17,9 11 <br />12 <br />18.0 <br />18'.•2 <br />1.8.3 <br />18.5 <br />miG <br />18.8 <br />18.9 <br />'19.1 <br />192 <br />19.4 12 <br />13 <br />19.5 <br />19.7 <br />19.8 <br />20.0 <br />20.1 <br />20.3 <br />20.4 <br />20.6 <br />20.7' <br />20.9 13 <br />14 <br />21.0 <br />21.2 <br />21,3 <br />21:5 <br />21.6 <br />21.8 <br />21.9 <br />22.1 <br />- 22.2 <br />' 22.4 14 <br />15 <br />.22.5 <br />22.7 <br />22.8 <br />23:0 <br />23.1 <br />23.3 <br />23.4 <br />22.6 <br />23.7 <br />23.9 15 <br />16 <br />24.0 <br />24.2 <br />24.3. <br />24.5 <br />24.6 <br />24.8 <br />24.9 <br />25.1 <br />25.2 <br />- 25.4 16 <br />17 <br />.25.5. <br />25.7 <br />25.8 <br />26.0 <br />26.1. <br />26.3 <br />-26.4• <br />26.6 <br />26.7 <br />26.9 17, <br />18 <br />27.0 <br />27.2 <br />.27.3 <br />27.5 <br />27.6 <br />27.8 <br />28.1 <br />28.2 <br />. 28.4 18 <br />19 <br />28.5 <br />28.7 <br />28.8 <br />29.0 <br />29.1_ <br />29.3 <br />_27.9 <br />29.4' <br />-29.6 <br />29.7 <br />29.9 19. <br />20 <br />30.0 <br />30.2 <br />30.3 <br />30.5 <br />-30.6.i <br />30.8 <br />'30.9 <br />-31.1 <br />31:2 <br />31.4 20 <br />21 <br />31:5 <br />31.7 <br />51.8 <br />32'.0 <br />.32.1 <br />- 32.3 <br />32.4 <br />: 32.6 <br />32.7 <br />32.9 21 <br />22 <br />33.0 <br />.33.2 <br />33.3 <br />33.5 <br />33:6 <br />33.8 <br />33.9 <br />34.1. <br />.34.2 <br />34.4 22 <br />23 <br />34.5 <br />34.7 <br />34.8 <br />35.0 <br />35.1 <br />35.3 <br />35.4 <br />' 35.6 <br />35.7 <br />35.9 `23 <br />24 <br />36.0 <br />35.2 <br />36.3 <br />36:5 <br />36.6 <br />36.8 <br />86.9 <br />37.1 <br />37.2 <br />37.4 24 <br />25 <br />37.5 <br />37.7 <br />37:8 <br />38.0 <br />38.1 <br />38.3 <br />38A, <br />38.6 <br />38.7 <br />38.9 25 <br />26 <br />39.0 <br />39.2 <br />39.'� <br />39.5 <br />39.6 <br />39.8 <br />39.9 <br />40.1 <br />40.2 <br />40.4 26 <br />27 <br />40.5 <br />40.7 <br />40.8 <br />41.0 <br />41.1 <br />41.3 <br />41.4 <br />41.6 <br />41,7 <br />41.9 27 <br />28 <br />42.0 <br />42.2 <br />42.3 <br />42.5 <br />42.6 <br />42.8 <br />42.9 <br />43.1. <br />43.2 <br />43.4 28 <br />29 <br />43.5 <br />43.7 <br />43.8 <br />44.0 <br />44.1 <br />44.3 <br />44.4 <br />44.6 <br />44.7 <br />44.9 29 <br />30 <br />45.0 <br />45.2 <br />45.3 <br />45.5. <br />'45.6 <br />45.8 <br />45.9 <br />46.1 <br />46.2 <br />46.4 30 <br />31 <br />46.5 <br />46.7 <br />46,8 <br />47.0 <br />47.1 <br />47.3 <br />47.4 <br />47.6 <br />47.7 <br />47.9 31 <br />32 <br />-48,0. <br />48.2 <br />48.3 <br />48.5 <br />48.6 <br />48.8 <br />48.9 <br />49.1 <br />49.2 <br />49.4 32 <br />33 <br />49.5 <br />49.7 <br />49.8 <br />50.0 <br />50.1 <br />50.3 <br />50.4 <br />50.6 <br />50.7 <br />50.9 33 <br />34 <br />51.0 <br />51.2 <br />51.3 <br />51.5 <br />51.6 <br />51.8 <br />51.9 <br />52.1- <br />52.2 <br />52.4 _34 <br />35 <br />52.5 <br />52.7 <br />52.8 <br />53.0 <br />53.1 <br />53.3 <br />53.4 <br />53.6 <br />53.7 <br />53.9 35 <br />36 <br />54,0 <br />54.2 <br />54.3 <br />54.5 <br />54.6 <br />54.8 <br />54.9 <br />55.1 <br />55.2 <br />55.4 36 <br />37 <br />55.5 <br />55.7 <br />55.8 <br />56.0 <br />56.1 <br />56.3 <br />56.4 <br />56.G <br />56.7 <br />56.9 37 <br />38 <br />57.0 <br />57.2 <br />57.3 <br />57.5 <br />57.6 <br />57.8 <br />57.9 <br />58.1 <br />58.2 <br />58,4 38 <br />39 <br />58.5 <br />58.7 <br />55.8 <br />59.0 <br />59.1 <br />59.3 <br />59.4 <br />59.6 <br />59.7 <br />59.9 39 <br />40 <br />G0.0 <br />60.2 <br />60.3 <br />60.5 <br />fi0.6 <br />6p.8 <br />60.9 <br />61.1 <br />61.2 <br />61.4 40 <br />1� <br />^° The paper in ti 8 book No, 360 <br />f;�.. is 1liade 6f•100% high grade rag stock <br />Y" WitYa WATER RESISTING surfpce sizing. <br />11,481-5. cc, ex; ,vk. aM. <br />i <br />Of- <br />KEUFFEL & ESSER CO., N. Y. <br />or <br />For Curve Tables see and of <br />book. <br />1� <br />^° The paper in ti 8 book No, 360 <br />f;�.. is 1liade 6f•100% high grade rag stock <br />Y" WitYa WATER RESISTING surfpce sizing. <br />11,481-5. cc, ex; ,vk. aM. <br />