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DISTANCES FROM SIDE STAKES FOR CROSS -SECTIONING <br />Roadway of anp Width. Side Slopes V. to 1. <br />In th. Rgore below: opposite 7 ❑ailar "Cut or Fill" and ❑a&V read 11.0, the distance oat <br />f ram the side stake at left, Also, opposite ll tinder "Cot or FV' and ander ,1 read 1ti,9, the <br />Slope Stake distance out I'mm the side stake at right. <br />�- Side Slahe <br />C,-. i !. <br />G Grade-,__-�__ <br />Center Stake - <br />_ of <br />Slda Slake <br />•-Y�1fi.7- `\LZ Slope Stake <br />�= <br />0 .1 .2 .3 .4 6 J. <br />Distance out from Side or Shoulder Stake <br />G <br />0.01 <br />0.2 <br />0.3 <br />0.5 <br />" 0.6 <br />0.8 <br />0.9 <br />1.1 <br />1.2 <br />1.4 <br />.0 <br />11 <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 <br />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 />4.92 <br />4.4 <br />2 <br />3 <br />4.5 <br />4.7 <br />I 4.8 <br />5.0 <br />5.1 <br />6.3- <br />5.4 <br />' 5.6 <br />5.7 <br />6.9 <br />3 <br />4. <br />6.0 <br />6.2 <br />6.3 <br />6:6 <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 />8.6 <br />8.1 <br />8.3" <br />'8.4 <br />8:6 <br />8-7 <br />89 <br />5 <br />6 <br />9.0 <br />9.2 <br />s-9.3 <br />,9,.5' <br />9.6, <br />•,9..8 <br />9.9' <br />14:1 <br />102.,.10!! <br />_6 <br />7 <br />16.5 <br />10.7 <br />10.8 <br />d.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 />9 <br />13.5 <br />1u3:7 <br />13:.& <br />14.0 <br />14.1•- <br />147.3' <br />14.4 <br />14:6 <br />-14":7 <br />14.9' <br />_,8 <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 />,16:1' <br />16.2 <br />16.4 <br />10 <br />11 <br />16.5 <br />16.7 <br />16.8 <br />17.0. <br />17.1 <br />' 37.:rti <br />49.4,1-174 <br />11 <br />.17..7 <br />i p.9' <br />12 <br />18.0 <br />18.2 <br />16.3 <br />18.5 <br />18.6' <br />18:8` <br />.1 S;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 />2.2 <br />=22.4 <br />4 <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 />23.9 <br />15 <br />16 <br />24.0 <br />24.2 <br />24.3 <br />2If:5 <br />"24.6 <br />24.8 <br />24.9 <br />25.1; <br />252 <br />254116 <br />1.7 <br />25.5 <br />25.7 <br />2,i S <br />26.0- <br />26.1 <br />26.3 <br />'26.4 <br />-A-6- <br />*26.7 <br />f26'-:6, <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 />28.128.2 <br />28.4 <br />18 <br />19 <br />28.5 <br />28.1 <br />28.8 <br />29.0 <br />29.1' <br />29.3 <br />2914 <br />29.6 <br />29.7 <br />29.9 <br />19 <br />20 <br />30,0 <br />30.2 <br />30.3 <br />30.5 <br />30.6 <br />30.8 <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 />92.7 <br />32.9, <br />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 <br />122 <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 <br />23 <br />24 <br />36.0 <br />36.2 <br />36.3 <br />36.6 <br />86.6 <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 />33.4 <br />38.6 <br />38.7 <br />38.9 <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 />40.4 <br />26 <br />2 7 <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 />4.1.7 <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 <br />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 />47.1 <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 />48,3 <br />48.5 <br />48.6 <br />48.8 <br />48.9 <br />49.1 <br />49.2 <br />0.4 <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 />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 <br />34 <br />35 <br />52.5 <br />52.7 <br />52.8 <br />53.0 <br />53.1 <br />63.3 <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 />55.0 <br />56.1 <br />56.3 <br />56.4 <br />56.6 <br />56.7 <br />56.9 <br />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 />53.2 <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 />602 <br />60.3 <br />1 60.5 <br />60.6 <br />60.8 <br />60.9 <br />61.1 <br />161.2 <br />61.4 <br />40 <br />KEUFFEL & ESSER CO., N. Y. <br />For Curve Tables see and of book. <br />kyr <br />The paper in this book Mo. F 360A <br />is made of -50%Q high grail rag stock <br />with a WATER RES181INGsn `face sizing. <br />11.078.5. s, h, Yc caC. Y <br />11 <br />