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BOOK 263
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BOOK 263
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1/26/2016 5:47:37 PM
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7r/ Z SIDE TAKC <br /> .'� STAKE <br /> 2 <br /> /OE 24 <br /> SCOPE 37i9KE <br /> STAKE <br /> -it <br /> leas <br /> DISTANCES FROM SIDE STAKES FOR CROSS-SECTIONING <br /> -2 $WPz 1 M To 1. ROADWAY or ANY Wuns <br /> 1 <br /> 0 .1 .2 .3 .4 .5 .6 .7 .8 .9 <br /> -0 0. 0.00 0.15. 0.30 0.45 0.60 0.75 0.90 1.05 1.20 1.35 0 <br /> k e F ! 1 1.50 1.65 1.80 1.95 2.10 2.25 2.40 2.bb 2.70 2.88 1 <br /> o 2 3.00 8.15 3.30 8.45 3.60 3.75 3.90 4.05 4.20 4.35 2 <br /> 3 4.60 4.65 4.80 4.95 5.10 5.25 5.40 5.55 5.70 5.85 3 <br /> 3" 4 6.00' . 6.15 6.30 6.45 6.60 6.75 6.90 7.05 7.20 7.35 4 <br /> b 50 765 7.80 7.95 8.10 8.25 8.40 8.55 8.70 8.85 5 <br /> < 8 2.00 9.15. 9.80 9.45 9.80 9.78 9.90 10.05 10.20 10.35 6 <br /> 7 10.50 10.55 10.80 10.95 11.10 11.25 11.40 11.55 11.70 11.85 7 , <br /> 812.00 12.15 12.30 12.45 12.60 12.75 12.90 13.05 13.20 13.35 8 <br /> Z - = 9 13.50 13.65 13.80 13.95 14.10 14.25 14.40 14.55 14.70 14.85 9 <br /> 10 15.00 15.15 15.30 15.45 15.60 15.75 15.90 16.05 16.20 16.35 10 <br /> 11 16.60 16.65 16.80 16.95 17.10 17.25 17.40 17.55 17.70 17.85 11 <br /> 12 18.00 18.15 18.80 -18.45 18.60 18.75 18.90 19.05 19.20 19.35 12 <br /> 13 19.50.19.65 19.80 19.95 '20.10 20.25 20.40 20.55 20.79 20.85 13 <br /> 14 2 00 -21.15 21.30 21.45 21.60 21.75 21.90 22.05 22.20 22.35 14 <br /> 15 27.50 22.65 22.80 22.95 23.10 23.25 23.40 23.55 23.70 23.85 15 <br /> 1600 24.15 24.30 24.45 24.60 24.75 24.90 25.05 25.20 25.35 16 <br /> 17 2 50 25.65 25.80 25.95 26.10 26.25 26.40 26.55 .26.70 26.85 17 <br /> - 18 2 00 27.15 27.80 27.45 27..60 27.75 27.90 28.05 28.20 28.35 18 <br /> 19 50 '28.65 28.80 28.95 29.10 29.25 29.40 29.55 29.70 29.85 195 <br /> 20 00 30.1 30.30 30 .45 30,60 30.75 30.90 31.05 31.20 31.35 20 <br /> .81.50 31.65 31.80 31.95 32.10 32.25 32.40 32.55 32.70 32.85 21 <br /> 22 38.00 38.15 83.30 33.45 33.60 33.75 33.90 34,05 34.20 34.35 22 <br /> • .. 23. 34.50 34.65 34.80 34.95 35.10 35.25 35.40 35.55 35.70 35.85 23 <br /> 24 36.00 36.15 86.80 36.45 36.60 36.75 36.90 37.05 37.20 37.35 24 <br /> 37.50 37.65 37.80 37.95 38.10 38.25 38.40 38.55 38.70 38.85 25 <br /> 96 89.00 39.15 89.30 $9.45 89.60 39.75 39.90 40.05 40.26 40.35 26 <br /> �- - .27 40.50 40.65 40.80 40.95 41.10 41.25 41.40 41.55 41.70 41.85 27 <br /> 28 42.00 42.15 42.30 42.45 42.60 42.75 42.90 43.05 43.20 43.35 28 <br /> /.� 29 43.50 43.65 43.80 43.96 44.10 44.25 44.40 44.55 44.70 44.85 29 <br /> 30 45.00 45.15 46.30 45.45 45.60 45.75 45.90 46.05 46.20 46.35 30 <br /> 81 46.50 46.65 46.80 46.95 47.10 47.25 47.40 47.55 47.70 47.85 31 <br /> 8200 48.15 48.30 48.45 48.60 48.75 48.90 49.05 49.20 49.35 32 <br /> 83 49.50 49.65 49. 49.95 50.10 50.25 50.40 50.55 50.70 50.85 83 <br /> 34 61.00 51.15 51. 51..45 51.60 51.75 51.90 52.05 52.20 52.35 34' <br /> 35 50 8b 53 80 52.95 53.10 58.25 53.40 53.55 53.70 53.85 35 <br /> 36 .00 5L.36 54.80 54.45 54.60 54.75 54.90 55.05 55.20 55.35 36 <br /> 8 .40 56.55 56.70 56.95 37 <br /> 8 67.50 .6-50 5 58.b 57.0.10 59.25.25 9.0 59.05 59.70 59.8.3 38 <br /> 40; 0.00 .16 60.46 60.60 60.75 60.90 61.05 61.20 61.35 40 <br /> el: '6¢ 1 61.96 62.10 62.25 62.40 62.65 62.70 62.85 41 <br /> ggg� a1oS 68.46 68.60 63.75 63.90 64.05 64.20 64.35 44�2 <br /> 64. .65 ¢{95 65.10 65.25 65.40 66.55 65.70 65.85 43 <br /> .1166: 6p8. 66.45 66.60 66.75 66.90 67.05. 67.20 67.35 44. . <br /> 15, 68.10 <br /> .25 <br /> .40 <br /> .55 <br /> .70 <br /> 49:00 t 745 <br /> 46 <br /> 2a 1 6gT17: x.455 72.80 72.75. 72.9(1 73.O�b 78.20 72. 4s <br /> 0 7 . 76ab 76.0 78.45 75.0 75.78 75.90 76.05 78 20 76.35 b0 <br /> Distance of doKate from side of shoulder stake for any width roadway,elope 134 to 1.If <br /> ground L nes0y Ithe out a2 fill at side stake to located by the double entry method to lefteobinln and 00 row. numba io body of table in same row and cobumn s!vae distance from <br /> - . side <br /> os��ta�lt�le a�{eW sptte.11���pplato �l8eesn�ot level estimate the difference 1n elevation between the <br /> If 1L Cee not t,M M�sgcup Geo rat t ty this amount wist'ands line of fill.tit anon out�tsnrst <br /> to <br /> n� <br /> •r <br />
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