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/u5 7J <br /> o / g :: 7 �175•�i <br /> 4 . <br /> _ DISTANCES FROM CENTER OF ROADWAY FOR <br /> CROSS-SECTIONING. <br /> Roadway 16 fed wide. Sade Sbpes I on 1 K <br /> For Sin$lo Track Lftlbankmenl. <br /> L i 4 5�` ,G i ��' y� y H �I 0 I .1 .2 ( .3 I .4 .5 .6 .7 •8 .9 H <br /> rO r� 1- 9.5 9.7 9.8 10.0 101 10.3 10.4 10.6 10.7 10.9 1 <br /> t l 2 11.0 11.2 11.3 11.5 11.6 11.8 11,0 12.1 12,`l, 1 ,4 2,,' <br /> LrG�r 3 12.5 12.7 12.8 13.0 13.1 13.3 13.4 13.6 13.7 13.9 3 <br /> � � 7� 414.0 14.2 14.3 14.5 14.6 14.8 14.9 15.1 15.7! 15.4 4` <br /> j 5 15.5 15.7 15.8 16.0 16.1 16.3 16.4 18.6 16.1 26.9 5 <br /> 6 17.0 17.2 17.3 17.5 17.6 17.8 17.9 181 18.3 1.8,4 6 <br /> �� 7 18.5 18.7 18.8 19.0 19.1 19.3 19.4 19.6 19.7' 19.9 7 74 /YPG� � Car- `jam / - i „ 49 20.0 20.2 20.3 20.5 20.6 20.8 20.9 211 21.2 21.4 8 <br /> /7 9 121.5 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 10 <br /> G G,S �. y�-P 'cry ��c �✓ �� ` 11 24.E 24.7 24.8 25.0 25.1 25.3 25.4 25.6 25.7 98.9 11 <br /> >> ss J cel 12 26.0 26.2 26.3 26.5 26.6 26.8 26.9 27.1 27.2 27.4 12 <br /> 13 27.5 27.7 27.8 28.0 28.1 28.3 28.4 28.6 28.7 28.9 13 <br /> f l �� �rcr 15 30.5 30.7 30.8 31:0 31.1 31.3 31.4 31.6 31.1 81.9 15 <br /> �� a / ' r 'Q ;F 16 32.0 32.2 32.3 32.5 32.6 32.8 32.9 33.1 33.2 33.4 16 <br /> /C 17 33.5 33.7 33.8 34.0 34.1 34.3 34.4 34.6 34.7 34.9 17 <br /> _ 18 35.0 35.2 35.3 35.5 35.6 35.8 35.9 36.1 36.2 36.4 18 <br /> 19 136.5 36.7 36.8 37.0 37.1 37.3 37.4 37.6 37.7 37.9 ,19 <br /> •20 38.0 38.2 38.3 38.5 38.6 38.8 38.9 39.1 39.2 39.4 30 <br /> 21 39.5 39.7 39.8 40.0 40.1 40.3 40.4 40.6 40.7 40:9 21 <br /> 7Z- 22 41,0 41.2 41.3 41.5 41.6 41.8 41.9 42.1 42:2 42.4 22 <br /> �' /�j 23 42.5 42.7 42.8 43.0 43.1 43.3 43.4 43.6 43.7 43.9 23 <br /> 24 144.0 44.2 44.3 44.5 44.6 44.8 44.9 45.1 45.2 45.4 24 <br /> 25 145.5 45.7 45.8 46.0 46.1 46.3 46.4 46.6 '461 46.9 25 <br /> 27 48.5 48.7 48.8 49.0 491 49.3 49.4 .9.6 49.7 49.0 27 <br /> - , 28 150.0 50.2 50.3 50.5 50.6 50.8 50.9 51.1 51.3 51.4 EB <br /> 29 51.5 51.7 51.8 52.0 52.1 52.3 52.5 52.6 521 2.8 29 <br /> 30 53.0 53.2 53.3 53.5 53.6 53.8 53.9 64.1 54.2 4 EO <br /> 81 154.5 54.7 64.8 55.0 55.1 55.3 55.4 55.6 55,7 65.9 31 <br /> 32 564 56.2 56.3 56.5 56.6 56.8 56.9 57.1 573 67.4` 3 <br /> 33 57.5 57.7 57.8, 58.0 58.1 58.3 58.4 56.6 58.7 <br /> a T ✓`��- 34 59.0 59.2 50.3 59.5 59.6 59.8 59.9 60.1 60.2 641.4' 84. <br /> .Sp 3 �'r f 35 60.5 90.7 60.8 61.0 61.1 61.3 61.4 61.6 61.7 61:9 3$ <br /> �{ �� ,�4J `" / � 36 62.0 62.2 62.3 62.5 62.6 62.8 02.9 63.1 68.2 63.4 39 <br /> � 37 63.5 63.7 63.8 64.0 64.1 64.3 -64.4 64.6 6C1 94.9 87 <br /> /os •u_ �- � �5 38 65.0 65.2 65.3 65.5 85.6 65.8 65.9 061 60 86 88 ' <br /> '7 :�4ir c✓ 7�d d;'n 39 66.5 66.7 66.8 67.0 VA 67.3 .67.4 67.6 67 67.9 39 <br /> 40 68.0 68.2 68.3 68.5 %6 68.8• 68.9 69.1 69.E $04 40 3 <br /> Example-If point is 22.6 ft.above grade,how far should it be Tram canter Up*�p <br /> be a slope stake point? Ana.from Table 41.9. For same slope but iMblz wlitily f <br /> roadbed correct above flgurea by one-half difference in width of roadbed•tbui in wt is <br /> above for 20 ft.roadbed distance will be 41.9•{-(20---16)+2 or 2 ft.added to 41.9 A. a <br /> For dopes of 1 on 1 see inside of front cover. <br /> Made is Verse ap.,. � " <br /> 10 <br /> Ar <br /> • • 1 <br />