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DIAAN_ CES FROM'SIDE-STAKES FOR CROSS- SECTIONING - <br />Roadway bf any Width'; Side Slopea,ll/2 to l <br />In the ftvre below aPPosile 7 under "Cut or Flll"•ane under .3.,read 11 0, the distance? oat' <br />Irani the aide stake at left. Al-, opposite I1 under "" an <br />Cut or Fill'- under .1 read 16.7, tae <br />.� distance out Irom tige side stake at right. <br />Slope Stake - - - <br />i Side Stake <br />- <br />m. <br />• Geater Stake <br />\ N <br />' Side St. ke <br />- - 16'7 •Slope Stake <br />0 .2 .3 .4 1 .5 .6 .7 .8 .9' <br />Distance out from Side or Shoulder Stake - p <br />A0 <br />0.0 <br />0,�- <br />+0.3. <br />0.5 <br />0.6 <br />0.8 <br />0.9 <br />1.1 <br />1.9 <br />1.41 ;: 04 <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 />X3.2 <br />73.3 <br />3.51 <br />.3.6. <br />2. 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 />6,3- <br />: 5.4 <br />.- Z.6- <br />s 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 />71 <br />7.2 <br />-74 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 />8.7=_ <br />8.9 5 <br />6 <br />9.0 <br />9.2 <br />9.3 <br />9.5 <br />9.6 <br />'9:&- <br />•9.9 <br />.8.6 <br />10.1' <br />1.0.2 <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%G <br />11.7 <br />11.9 .7 <br />8 <br />12.0 <br />122 <br />12.3 <br />12.5' <br />12.6 <br />12.8 <br />-1.2.9 <br />131 <br />1&2, <br />13.4 �8 <br />9 <br />13.5 <br />13.7 <br />13.8 <br />14:0 <br />14.1 <br />14.3 <br />14.47: <br />14.6 <br />14.7 <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 />,14.9 <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 />18.3 <br />18.5 <br />18.6- <br />18.8 <br />18.9 <br />19.1 <br />19.2 <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.G <br />MI.- <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 />222 <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 />_224 <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 />-251.1 <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 />25.6 <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 />27,9 <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 />29.4 <br />29.6 <br />29.7 <br />X29.9 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 />311 <br />31:2 <br />31.4 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:G' <br />32:9 21 <br />22 <br />33.0 <br />.33.2 <br />33.3 <br />33.5 <br />33.6 <br />38.8433-9 <br />.34.1•. <br />.32.7 <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 />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 24 <br />25 <br />37.5 <br />37.7 <br />37.8 <br />38.0 <br />38.1- <br />33.3 <br />38.4 <br />•38.6, <br />38.7 <br />38:9 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 />401' <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 />- <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 />/16.7 <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 />43.0 <br />48.2 <br />48.3 <br />48.5 <br />43.6 <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 />1 51.0 <br />51.2 <br />51.3 <br />5t.5 <br />51.6 <br />51.8 <br />51.9 <br />52.1 <br />52.2 <br />52.4 34 <br />35 <br />G2.5 <br />52.7 <br />52.8 <br />63.0 <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 />56.6 <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 />5.8.4 38 <br />39 <br />58.5 <br />58.7 <br />58.8 <br />59,0 <br />59.1 <br />693 <br />'99.4 <br />59.6 <br />59.7 <br />59.9 39 <br />40 <br />GM <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 40 <br />KEUFFELA ESSER CO., N. V. <br />�r- <br />For Curve Tables see endof book. <br />fll <br />DATE <br />1� <br />MARKED AS INDtCATM. <br />74 <br />:. is <br />.,•Y-- ...J �: .moi �lC� ~���:�1 �� <br />15 <br />The,paper in this hook No. '366" . <br />is made of 19Q% high grade rag -stock : _ • ` <br />with a WATER R-E51STMG surfaoe sizing. <br />12;362-1. kk, h, yx. kM. - <br />