Laserfiche WebLink
DISTANCES FROM CENTER OF ROADWAY FOR <br /> f CROSS-5ECTIONING. <br /> i' 1 d 1 ?• r 9% ' Roadway 16 feet wide. Side Sbpe3 I on1% <br /> i <br /> For Sh*le Track Embenknlel>t <br /> >3I� 0 1 2 .3 1" .4" <br /> .b .6 .7 I .8 f .0 H <br /> X16 X, <br /> 0 8.0 8.2 8.3 8.5 -8.6 8.8' 8.9 9J• 9.2 9.4 0 <br /> y aisyr- - 1 9.5 9.7 ." 10.0 10:1 10.3 10.4 10.6 10.7 10.0 1 <br /> 2 11.0 11.2 11.3 11.5 11.6 .11.8 11:0 12.1 12.2 12.4 $ <br /> 3 12.3 12.7 12:8 13.0 13.1 13.3 33.4 13.6 13.7 13.9 3 <br /> r_ <br /> 4 14.0: " 4.2 14.3' 14.5 14.6 14.8 14.9 15.1 15.2 15.4 4 <br /> 5 16.5 5,7 15.8 16.0 16.1 16.3 16.4 18.6 16.7 16.9 5 <br /> 6 17.0: 17.2 17.9 17.5 17.6 17.8i 11.9 18.1 18.2 18.4 6 <br /> 7' 18.5 18.7 18.8 19.0 19.1 19.3 19.4 19.6 19.7 10.9 7 <br /> 8 20.0 _902 29.3 20.5 20.6 20.8 20.9 21.1 21.2 21.4 8 <br /> Li v n z 9' 21.5 21.7 21.8 .22.0` 22.1 22.3 22.4 22.6 22.7 22.9 9 <br /> - j 10 23A 23:2 23.3 23.5 23.6 23.8` 23.9 24.1 24.2 24.4 10 <br /> 11 24.5 24.7 24.8 25.0 25.1 25.3 25.4' 25.6 25.7 25.9 11 <br /> 12 26.0 26.2 26.3 26.5 26.6 26.8 26,9 27.1 27.2 27.4 12_ <br /> v•; ; 13 27.5 27.7 77.8 28.0 28.1 26.3 28.4 28.6 28.7 28.9 13 <br /> 14 29.0 29.2 29.3 29.5 ,29,6 29.8 29.9 30.1 30.2 30.4 14 <br /> ✓.=b i <br /> " s 15 3015 30.7 30.8 31.0 31.1 31„3 31.4 81.6 31.7 31.9 15 <br /> ' . 16 32.0 32.2 32.3 32.5 32.6. 32.8 32.9 33.1 33.2 33.4 16 <br /> i ' ' . ` J 1$ 33.5 5.0 35.2 35.3 35.5 35.6 35.8 35.9 361 36.2 36.4 :18 <br /> N> 19 136.5 36.7 86.8 37.0 37.1 37.3 '37.4 37.6 37.7 37.9 19 <br /> 4� 20 38.0 38.2 38.3 38.5 38.6 38.8 38.9 $9.1 39.2 39.4 20 <br /> 21 39.4 39.7 39.8 40.0 40.1 40.3 40.4 40.6 40.7 40.9 21 <br /> 22 41.0 41.2 41.8 -41.5 •41.6 41.8 41.9 42.1 42.2 42.4 22 <br /> 23 •42.5 42.7 42.8 43.0 43.1 431 43:4 43.6 43.7 43.9 23 <br /> 24 44.0 -44.2 .14.3 44.5. 44.6 44.8 44.9 45.1 45.2 45.4 24 <br /> • �` � 25 14&5 45.7 45.8 46.0. 46.1 46.3 46.4 46.6 46.7 46.9 25 <br /> 26 47.0 47.2 47.3 47.5 47.6 47.8 47.9 48.1 484 48.4 26 <br /> tiR, i 27 A8.5 48.7 .48.8 49.0 49.1 49.3 49.4 49.6 49.7- 49.9 27 <br /> 28 50.0 50.2 50.3 50.5 50.6 50.8 50.9 51.1 51.2 51.4 128 <br /> j F u 1 29 51.6 51.7 -61.8 52.0 52.1 52.3 52.4 52.6 52.7 52.9 29 <br /> 30 b3.0 53.2 53.8, 53.5' S3.6 53.8 53.9 54.1 54.2 54.4 30 <br /> '! 31 54.5 54.7 '54.8 55.0 65.1 55.3 55.4 55.6 85.7 55.9 31 <br /> 32 50.0 ��gg 2 86.3 56.$ 66.6 56.8 56.9 b'j.1 57.2 57.4 32 <br /> 33 57.b b7.7 $7.8 58.0 58.1 582 58.4 58.6 58.7 58.9 33 <br /> 34 59.0 59.2 $949 59.5 50.458 b�.9 60.1 60.2 60.4 134 <br /> 0 <br /> 35 60.5 60.7 60.8 61. 61.1 61.3 8 .4 61.6 61.7' 61.9 35 <br /> t 7 f 4 36 62.0 62.2 62.3. 62.5' 62.6 61862.9 63.1 63.2 63.4 36 <br /> 87 63.6 63.7 63.8 64.0 64.1 64.3 64.9 .64.8 64.7• 64.9 37 <br /> 38 65.0 65.2 65.8 65.5 Q15.6 65.8 65.9 66.1 66.2 66.4 38 <br /> 39 68.$ 86.7 66.8 67.0 :1 .87.3 67.4 67.6 87.7 87.9 30 <br /> 7 - z q } 40 68.0 68.2 68.3 68,6 68.6 68.8 '68.9 69.1 69.2 69.4 .90 <br /> Example-If point is 22.6 ft.above grade,bow far should it be from center line to <br /> oS y be a slope stake pant Asa team Table 41.9. For some slope@ but other widths of <br /> h roadbed correct above by one-half differcacd in width of roadbed;thus is example <br /> above for YO it-roadbod divtYaaV viii be 41.91(2D-18)*2 or 2 it.added to 41.9 X13.9. <br /> n - For plop"of I as I weim"oor fro"sever. <br /> .:...., J, .. ... 14ADE IN U.8 A. <br /> �1 <br />