Laserfiche WebLink
DISTANCES FROM CENTER Of ROAVWAY FOR <br /> CROSS,SFjWON1NG< <br /> Roadway 16 feet wide.` Side Sbpes I ' <br /> For Single Track En"nkirmL <br /> HII 0 .1 I .2 .3 <br /> � .4 .5 .6 .7 $` .9• "H <br /> 11 <br /> - ---- �- -- 0 8.0 8.2 8.3 8.5 U 8.8 84 9.1 9, <br /> 1 9.5 9.7 9.8 10.0 '10.1 10.3 10.4 10.8 fi0: t0.9 1 <br /> 2 11.0 11.2 11.3 11:5 11.6 11.8 11.9 12.1 12.3 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 14V 15.1 15f 15. <br /> 5 15.5 15.7 15.8 16.0' 1601 16.3 16.4 16.8 16. 16.1. <br /> 8 <br /> 17.0 17.2 17.3 17.5 17.8 17.8 17.9 181 8.2 4 $. •. <br /> 7 18.5 18.7 18.8 19:0 IM 19.3 19.4 19.6 � 18. <br /> 9 19.8 7 <br /> -3 8 20.0 20.2 20.3 20.5 20.6 010.8 20.9 21.1 21 21.4 8 <br /> 9 21.5 21.7 21.8 22,0 22.1 82.3 22.4 22,6 2217' <:22.9> •9 <br /> 10 23.0 23.2 23.3 23.5 23.6 23.8 23.9 24.1 24:8 24.4 10 <br /> 11 24.5 24.7 24.8 25.0 25.1 25.3 25.4 25,6 25.7 25:8 11 ;{ <br /> s <br /> 12 26.0 28.2 28.3 28.5 28.8 26.8 28.9 27.1 '27.2 27}4. 12 <br /> r 13 27.5 27.7 27.8 28.0 28.1 28.3 28.4 28.6 28.7 .$ .- $ .. <br /> 14 29.0 29.2 29.3 29.5 29.6 29.8 29.9 '30.1 30.2 *a"L 4 ` <br /> 15 30.5 30.7 30.8 31.0 31.1 81.3 31.4 $1.6 32.7 i. i5 <br /> �y 16 32.0 82.2 32.3 32.5 32.6 32.8 32.933.1 $3.23.4 :l8 <br /> / / ✓' U 17 33.5 33.7 33.8 34.0 34.1 84.3 34.4 34.6 84.7 34.9 17 <br /> 18 35.0 35.2 85.3 35.5 35.6 35.8 35.9 38:1 36.2. 36.4 49 <br /> Q 19 36.5 36.7 86.8 37.0 37.1' 37.3 37.4 378 37.7 <br /> - 20 38.0 38.2 38.3 38.5 38.6 38.8 38.9 39.1 39.2 89.4 20 <br /> f>c7 !G - <br /> 21 39.5 39.7 39.8 40.0 40.1 40.3 40.4 40.8 40.7 40.9 21 <br /> - 41.0 41.241.3 41.5 41.6 41.8 41.9 42.1 42.2 '42 4 `22 <br /> l> 23 42.5 42.7 42.8 43.0 43. 48.3 43.4 43.8 43.7 43.9 23 41. <br /> .24 -44.0 44.2 44.3 44.5 44: 44.8 44.9 48.1 45.2 45.4 24 <br /> 25 45.5 45.7 45.8 46.0 46.1 '46.3 46.4 46.6 46.7 409 25 <br /> 26 47.0 47.2 473 47.5 47.6 47.8 47.9 48.1 48.2 48.4 26 <br /> 27 48.5 X48.7 48.8 49.0 49.1 49.3 49.4 49.6 4%,r 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 28 <br /> 29 51.5 51.7 51.8 52.0 52.1 $2,3 2.4 52.6 521. :52,8 29 <br /> . 30 53.0 53.2 53.3 83.5 53.6 b3.3 .9 54.1 54.4 30 <br /> 31 54.5 54.7 54.8 55.0 5g.1 55.3 55.4. 46.6 .5 7 :55.9' 31 <br /> V /, 82 56.0 56.2 b6:3 56.5 lsd.8 56.8 56:9 .2 `57.4 -$2 <br /> 33 b7.5 b7.7 b7.8 58.0 58.1 b$.3 4 .7'.`58.9 33 <br /> _ 34 59.0 59.2' $9:3 59.5 59.$: .S 2= 60.4 84 <br /> , ,. f l�'� ��Q 35 60.5 60.7 60.8 61.0 61.1 81,3 61.6 .T' 6LO 85 } <br /> t 5 - "✓_J' 36 62.0 62.2 62,33 62:5 62. ,, 2.$ $ 8$. 63.4 .96 x <br /> 37 83.b 68.7 63.8 84.0 64. .$ .4 �4 $• $49 >I7 <br /> f b L car 7 n,. .. 38 65.0 65.2 65.13 65.5 65.6 65.8 85:9 66.r 69:+4 88 <br /> 39 06.5 66.7 66.8 67,0 87.1 67.9 67.4 87.6 fi.7 9 89 <br /> 7 Z ' 40 68.0 68.2 68.3 68.5 68.6 .88.8 68.9 69.1 6 '40 a <br /> Esatnple-If point ie'12.6 ft.above grade,howfar should <br /> (. �� ' be a abbe etalco point? Awa.from Table 41.9. For same slope.,bot he of � <br /> TM roadbed mtreet above flsnrarby one-half dafterence in width ad roadbedltp� o N <br /> above for 20 ft.roadbed distaaw will be 41.9+(20--18)+9 or 9 t!.addai fA `^ <br /> .For dopes of 1 on I m inalds of front ower. <br /> Abu <br /> s <br /> w . <br /> r <br /> V <br />