Laserfiche WebLink
fl <br /> 4-1 <br /> �, y✓ > v s �I5TANCES FROM CENTER OF ROADWAY FOR <br /> 9 02� 6 CROSS-SECTIONING. <br /> v� �- o i` <br /> U.{ �; b,3 ! --Roadway 16 feet wide. Side Slopes 1 on 1%. <br /> For.Single Track Embankment. <br /> z 4; i.� II 0 .1 .2 I, .3 I .4 .5 I .6 I .7 I_.8 I .9 II H <br /> \ 0 8.0 8.2 8.3 8.5 8.6 8.8 8.9 9.1 9:2 9.4 0 <br /> 1 9.5 9.7 9.8 10.0 10.1 10.3 10.4 10.6 10.7 10.9 1 <br /> 7✓ ` 2 11.0 11.2 11.3 11.511.6 11.8 11.9 12.1 12.2 12.4 2 <br /> 3 12.5 12.7 12.8 13.0 13.1 13.3 13.4 13.6 13.7 13.9 3 <br /> ^ 4 14.0 14.2 14.3 14.5 14.6 14.8 14.9 15.1 15.2 15.4 4 <br /> 5 15.5 15.7 15.8 16.0 16.1 16.3 16.4 16.6 16.7 16.9 5. <br /> 3I - � 3 6 17.0 17.2 17.3 17.5 17.6 17.8 17.9 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 19.9 7 <br /> 3 f 8 20.0 20.2 20.3 20.5 20.6 20.8 20.9 21.1 21.2 21.4 8 <br /> 9 21.5 21.7 21.8 22.0 22.1 22.3 22.4 22.6 22.7 22.9 9 <br /> 10 23.0 23.2 23.3 23.5 23.6 23.8 23.9 24.1 24.2 24.4 lt} <br /> 11 24.5 24.7 24.8 25.0' 25.1 25.3, - 5.4 25.6 25.7 25.9 <br /> y� 7 12 26.0 26.2 26.3 26.5 26.6 26.8 9.9 27.1 27.2 1 <br /> 13 27.5 27.7 27.8 28.0 28.1 28.3 28.4 28.6 28.,j 13 <br /> 14 29.0 29.2 29.3 29.5 29.6 29.8 29.9 30.1 .2' : 4' 14 <br /> (° 15 30.5 30.7 30.8 31.0 31.1 31.3 31.4 314 .7.; -31.9 15 <br /> j 16 32.0 32.2 32.3 32.5 32.6 32.8 32.9 x 33.2 .33.4 1t3 <br /> 17 33.5 33.7 33.8 34.0 34.1 34.3 34 4 $ 3 ,7` 34 <br /> _ , <br /> 18 35,0 35.2 35.3 35.5 35.6 35.8 35.9 36.1 3 <br /> 19 36.5 36.7 36.8 37.0 37.1 37.3 37.4 37.6 37 ;` <br /> 3 -3 ,_= 20 38.0 38.2 38.3 38.5 38.6 38.8 38.9 39.1 a <br /> S a c 21 39.5 39.7 39.8 40.0 40.1 40.3 40.4 40.6 4 <br /> .. 22 41.0 41.2 41.3 .41.5 416 41.8 41:9 42.1 •4 , t <br /> 23 42.5 42.7 42.8 43.0 43.1 43.3 43.4 43.x" <br /> 24 44.0 44.2 44.3 44.5 44.6 44.8 44.Q 4 X5.2 <br /> ► 1 25 45.5 45.7 45.8 46.0 46.1 46.3 46 46. 6.7 <br /> r , 26 47.0 47.2 47.3 47.5 47.6 47.8 48.1'-48.2 14 <br /> 27 48.5 48.7 48.8 49.0 49.1 49.3 49.6 49.7 49.9 <br /> 28 50.0 50.2 50.3 50.5 50.6 50.8 5t1 51.2 51.4 2 <br /> y 29 51.5 51.7 51.8 52.0 52.1 52.3 52.7 42.9., 29'1 <br /> 30 53.0 53.2 53.3 53.5 53.6 * 54.2 54.4 30,; <br /> 31 54.5 54.7 54.8 55.0 55.1 5 55.7 55.9 31 ` <br /> :r 432 56.0 56.2 56.3 56.5 56.6 56. r1 57.2 57.4 32 <br /> 33 57.5 57.7 57.8 58.0 .58.1 5 58.7 58.9 33 <br /> -+ 34 59.0 59.2 59.3 59.5 59.6 5 :1 60.2 60.4 34 <br /> ' y 35 60.5 60.7 60.8 61.0 61.1 61: .6 61.7 61.9 35 <br /> 36 62.0 622 62.3 62.5 62.6 62s• 1 63.2 63.4 36 <br /> 37 63.5 63.7 63.8 64.0 64.1 64.3- 4.6 64.7 64.9 37 <br /> 38 65.0 65.2 65.3 65.5 65.6 65.8 .1 66.2 66.4 38 <br /> 40 68.0 68.2 68.3 68.5 68.6 68.8 68.9 691 69.2 69.4 40 <br /> Example-If point is 22.6 ft.above grade,bow far should it be from center line to <br /> N j be a slope stake point? Ane.from Table 41.9. For same slopes but other widtbb,of <br /> 1j .q w roadbed correct above figures by one-half difference in width of roadbed;thus in example, <br /> above for 20 ft.roadbed distance will be 41.9•{-(20-16)+2 or 2 ft.added to 41.9-43.9. <br /> For slopes of 1 on 1 am inside of front cover. <br /> d � j t.f• \� �, <br /> Mae <br /> 04, <br /> • <br /> dP <br /> i <br /> v <br />