Laserfiche WebLink
DISTANCES FROM SIDE STAKES FOR CROSS -SECTIONING <br />Roadway of any Width. Side Slopes 11/22 to I.' <br />In the figure below: opposite •7.under "Cut or Fill" <br />and under .3 read 11.0.'the°distance•out from the <br />SLOPE STAKE side stake at left. Also, opposite 11 under "Cut or r <br />SIDE STAKE Fill" and under .1 read 16.1, the distance out from <br />4�t�n rQ` the side stake at right. <br />GRADE_ <br />CENTER STAKE <br />T _ <br />o .off _ <br />4 <br />' SIDE STAKE`s�A TA� <br />L --_1 6:7 <br />o_ 0 L .1 .2 .3 ' .4 1 .5 .6 .7 .8 .9` <br />.Distance <br />out from Side or Shoulder Stake l <br />0 •' 0.0 <br />0.2 <br />0,3 <br />'0.5 <br />0.6 0.8 <br />0.9 <br />.1.1 <br />1.2 V4 0 <br />1 1.5 <br />1.7 <br />1.8 <br />2.0 <br />2.1 2.3 <br />2.4 <br />2.6 <br />2.7 2:9 1 <br />2 3,0 <br />3.2 <br />3.3 <br />3.5 <br />3.6 3.8 <br />3.9 <br />4.1 <br />_ <br />42 4:4' 2 <br />3 4.5 <br />4.7 <br />4.8 <br />5.0 <br />5.1 5.3 <br />5A <br />5.6 <br />5.7 53. 3 <br />4 6.0 <br />6.2 <br />6.3 <br />6.5 <br />6.6 6.8 <br />6,9 <br />7.1 <br />7.2 7A 4 <br />5 7.5 <br />7:7 <br />7.8 <br />8.0 <br />8.1 8.3 <br />8A <br />8.6 <br />8.7 8.9• -5 <br />6 9.0 <br />9.2 <br />9.3 <br />9.5 <br />9.6 9.8 <br />9.9 <br />10.1 <br />10.2 10.4 .6 <br />7 10.5 <br />10.7 <br />.10.8 <br />11.0 <br />11.1 11.3 <br />11.4 <br />11.6 <br />11.7 11.9 '.'7 <br />8 12.0 <br />12.2 <br />12,3 <br />12.5 <br />12.6 12.8 <br />12.9 <br />13.1 <br />13.2 13A 8 <br />9. 13.5 <br />13.7 <br />13.8 <br />14.0- <br />14.1 14.3 <br />14.4 <br />14.6 <br />14.7 14;9.. i'9' <br />10 15.0 <br />15.3 <br />15.5 <br />15.6 15.8 <br />15.9. <br />16,1 <br />16.2 16:4 30 <br />11 16.5 <br />.15.2 <br />16.7 <br />16.8 <br />17.0 <br />17.1 17.3' <br />17.4 <br />17.6 <br />17.7 17:9 111' <br />12 18.0 <br />18.2 <br />18.3 <br />18.5 <br />18.6 18.8 <br />18.9 <br />19.1 <br />19.2 19A 11.2 <br />13 19.5 <br />19.7 <br />19.8 <br />20.0 <br />20.1 20.3 <br />20.4 <br />20.6 <br />20.7 20`.9 13 <br />14 21.0 <br />21.2 <br />21.3 <br />21.5 <br />21.6 21.8 <br />21.9 <br />22.1 <br />22.2 22.4 14 <br />15 22.5 <br />22.7 <br />22.8 <br />23.0 <br />231 23.3 <br />23.4 <br />216 <br />23.7 23.9 15 <br />16 24.0 <br />24.2 <br />243 <br />24.5 <br />.24.6 24.8 <br />24.9 <br />25.1 <br />25.2 25.4 16 <br />17 25.5 <br />25.7 <br />25.8 <br />26.0 <br />26.1 26.3 <br />26:4 <br />•26.6 <br />261' 26.9 17 <br />18 27.0 <br />27.2 <br />27.3 <br />27.5 <br />27.6 27.8 <br />27.9. <br />28.1 <br />28.2 28.4 18 <br />19 28.5 <br />28.7 <br />28.8 <br />29.0 <br />29.1 29.3 <br />•29.4 <br />29.6 <br />29.7•' 29.9 19 <br />20 30.0 <br />30.2 <br />30.3 <br />30.5 <br />30.6 30.8 <br />30.9 <br />•31.1 <br />31.2 31.4 20 <br />21 31.5 <br />31.7 <br />31.8 <br />32.0 <br />32.1 32.3 <br />32.4 • <br />32.6 <br />32.7 32.9 21 <br />22 33,0 <br />33.2 <br />33.3 <br />33.5 <br />33.6 33.8 <br />33.9 <br />-34.1 <br />34.2 34.4 22 <br />23 34.5 <br />34.7 <br />34.8 <br />35.0 <br />35.1 35.3 <br />35.4 <br />35.6 <br />353 35:9= 23 <br />24 36.0 <br />36.2 <br />36.3 <br />36.5 <br />36.6 36.8 <br />36.9 <br />37.1 <br />37.2 37.4 24 <br />25 37.5 <br />37.7 <br />37.8 <br />38.0 <br />38.1 38.3 <br />38.4 <br />38.6 <br />38.7 38:9 25 <br />26 39.0 <br />39.2 <br />39.3 <br />39.5 <br />39.6 39.8 <br />39.9 <br />40.1 <br />40.2 40.4 26 <br />27 40.5 <br />40.7 <br />40.8 <br />41.0 <br />41.1 41.3 <br />41.4 <br />41.6 <br />41.7 41.9: 27 <br />28 42.0 <br />42.2 <br />42.3 <br />42.5 <br />42.6 42.8 <br />42.9 <br />43.1 <br />43.2 43.4 28 <br />29 43.5 <br />43.7 <br />43.8 <br />44.0 <br />44.1 44.3 <br />44.4 <br />44.6 <br />44.7 ' 44.9 29 <br />30 45:0 <br />45.2 <br />45.3 <br />45.5 <br />45.6 45.8 <br />45,9 <br />46.1 <br />46.2 46.4 30' <br />31 46.5 <br />46.7 <br />46.8 <br />47.0 <br />47.1 47.3 <br />47.4 <br />47.6 <br />47.7 47.9 31 <br />32 48.0 <br />48.2 <br />48.3 <br />48.5 <br />48.6 48.8 <br />48.9 <br />X49.2. 49.4 32 <br />33 49.5 <br />49.7 <br />49.8 <br />50.0 <br />50.1 50.3 <br />50.4 y <br />,491 <br />50.6` <br />`50.7 50.9 33 <br />34 51.0 <br />51.2 <br />51.3 <br />51.5 <br />51.6 51.8 <br />51.9 <br />52.1•• <br />52.2 52.4 34 <br />35 52.5 <br />52.7 <br />52.8 <br />53.0, <br />53.1 53.3 <br />53.4 <br />53.6 <br />53.7 53.9 35 <br />36 54.0 <br />54.2 <br />54.3 <br />54.5 <br />54.6 54.8 <br />54.9 <br />55:1 <br />55.2 55.4, 36 <br />37 55.5 <br />55.7 <br />55.8 <br />56:0 <br />56.1 56.3 <br />56.4 <br />56.6 <br />56.7 56.9 37 <br />38 57.0 <br />57.2 <br />57.3 <br />57.5 <br />57.6 57.8 <br />57.9 <br />58.I <br />58.2 58.4 38 <br />39 58.5 <br />58.7 <br />58.8 <br />59:0 <br />59.1 59.3 <br />59.4 <br />59.6 <br />59.7 59.9 39 <br />140 <br />40 60.0 <br />60.2 <br />60.3 <br />60,5 <br />60.6 60.8 <br />60.9 <br />61.1 <br />61.2 61.4 <br />KELI_FFEL & ESSER Co. For Curve Tables see end of book. <br />I <br />�OR. 771W <br />X/ /.S C0 k.5 tv� Zlo6 if- tS/., a ' <br />r: <br />i{+tom. � �t a •. -. <br />The paper in this book'is <br />made of 50% high grade rag stack with-, <br />a WATER RESISTING surface sizing. <br />KEUFFEL & ESSER CO.; <br />/I <br />