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I.1IwTANCE5 FROM SIDE STAKES FOR CROSS -SECTIONING <br />' Roadway of any Width. Side Slopes 11/3 to 1.; - <br />In the' Qrure hel- opposite 7 under '-Cut or Fill" and under -.3 read 11.0, thedlstanca out <br />from the aide stake at left. Also, opposite 11 under. "Cut or, Flll" and under -.1 read 16.7, thA <br />dletanee cut from the side,atake at right, , <br />Slope Stake <br />Side Stake <br />",0.7 / <br />JS <br />Gtade -_--- _ <br />-��- <br />• .Center Stake <br />.a <br />\a"ror <br />' Sid. Steka \ <br />\ <br />LL <br />\ Slopa'Stake,' <br />16:7 <br />2 3 4 5 6 <br />.7 <br />U� <br />Distance 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 />Lr <br />1.2 <br />1:4 <br />1 <br />1.6 <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 <br />,'q",-0 <br />1 <br />2 <br />3.0 <br />3.2 <br />3.3 <br />3.5 <br />3.6 <br />3.8 <br />3.D <br />4.1 <br />4.2 <br />4,4 <br />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 />5.6 <br />5.7 <br />5.9 <br />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 <br />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 <br />" 5 <br />6 <br />9.0 <br />9.2 <br />9.3 <br />9.5 <br />• 9.6 <br />9:8 <br />9.9 <br />10:1 <br />10:2' <br />10:4 <br />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.. <br />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 <br />8 <br />9 <br />13.5 <br />13.7 <br />13.8 <br />14.0 <br />14.114.3 <br />14.4 <br />146 <br />14.7',14:9 <br />9 <br />10 <br />15.0 <br />15.2 <br />15,3- <br />15.5 <br />15.6 <br />15.8 <br />15.9 <br />161 <br />d6.2 <br />16.4 <br />10 <br />11 <br />16.5 <br />16.7 <br />16.8 <br />'18.3 <br />17.0 <br />17.1 <br />17:3 <br />.17:4 <br />'17.6 <br />`17.7. <br />17.9 <br />11 <br />12 <br />18.0 <br />18.2 <br />18.5 <br />18.6 <br />18.8 <br />18.9. <br />19.1 <br />19.2 <br />19:4 <br />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 <br />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 <br />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 />23.6 <br />23:7 <br />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 />.23:9 <br />25:4 <br />_ <br />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 <br />17' <br />18 <br />27.0 <br />27.2 <br />27.3 <br />27.5 <br />27.6 <br />27,8 <br />27.9 <br />28.1 <br />.28,2, <br />28.4 <br />18 <br />19 <br />28.5 <br />28.7 <br />28.8 <br />29.0 <br />29.1 <br />29.3 <br />29.4 <br />29.6 <br />'29:7 <br />29.9 <br />i49 <br />20 <br />30.0 <br />30.2 <br />30.3 <br />90.5 <br />30.6 <br />80.8 <br />30.9 <br />31.1 <br />31.2 <br />31.4 <br />20 <br />21 <br />31.5 <br />31.7 <br />31.8 <br />32.0 <br />32.1 <br />32,3. <br />32.4 <br />32.6. <br />032.7 <br />32.9 <br />21 <br />22 <br />33.0. <br />33.2 <br />33.3 <br />33.5 <br />33.6 <br />38.8, <br />33.9 <br />34.1 <br />34.2. <br />34:4 <br />22 <br />23 <br />34.5 <br />34.7 <br />34.8 <br />35.0 <br />35.1 <br />35.8' <br />35.4 <br />35.6. <br />35.7 <br />85.9 <br />23 <br />24 <br />36,0 <br />36.2 <br />36,3 <br />36.5 <br />36.6 <br />36.8 <br />36.9 <br />37.1 <br />37.2 <br />37,4 <br />24 <br />25 <br />37.5 <br />37.7 <br />37.8 <br />38.0 <br />'38.1 <br />38.3 <br />.38.4 <br />38.6. <br />38.7 <br />25 <br />26 <br />39.0 <br />39.2 <br />39.3 <br />39.5 <br />39.6 <br />39.8 <br />39.9 <br />40.1 <br />40.2 <br />.38.9 <br />40.4 <br />26 <br />27 <br />4D.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 <br />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 <br />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 />44.7.44.9 <br />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 <br />30 <br />31 <br />46,5 <br />46.7 <br />46.8 <br />47:0 <br />47A <br />47.3 <br />47.4 <br />47.6 <br />47.7 <br />47.9 <br />:31• ; <br />32 <br />48.0 <br />48.2 <br />49.3 <br />48.5 <br />48.6 <br />48.8 <br />48.9 <br />49.1 <br />49.2. <br />49,4 <br />'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 <br />33 <br />34 <br />5110 <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 <br />'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 <br />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 <br />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 />.56,6 <br />66.7 <br />56.9 <br />37- <br />38 <br />57.0 <br />'572 <br />57.3 <br />57.5 <br />57.6 <br />57.8 <br />57.9 <br />58:1 <br />58.2 <br />58.4 <br />38. <br />39 <br />58.5 <br />58.7 <br />58.8 <br />59.0 <br />59.1 <br />59.3 <br />59.4 <br />59.6 <br />59.7 <br />59:9 <br />39 <br />40 <br />60.0 <br />60.2- <br />60.3 <br />60.5 <br />60.6 <br />60.8 <br />60.9 <br />61.1 <br />61.2 <br />61.4 <br />40 ' <br />KEUFFEL &. ESSEfi CO., N. Y. <br />r For Curve Tables see end of book. . <br />11. <br />SII <br />.c <br />zN <br />The gapei 'in this book `Not• 360"f <br />is made of 1000 high grade rag stock <br />t s witY a WATER RESISTING suffice sizing, <br />12,369-1, kk, h, Vx, UM, . - <br />