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c DISTANCES FROM CENTER OF ROADWAY FOR <br /> GROSS-SECTIONING. <br /> j` s Roadway.16 feet wide. -Side 51ppes 1 on I Y <br /> f 03 v> For S*e Track Embankment. <br /> H I) 0 ( .1 1 .2 .3 I .4 .b 1 .6 1 .7 I .8 ( .9 H <br /> 0 8.0 8.2' 8.3 8.5 8.6 S.S 8.9 9.1 9.2 9.4 <br /> i <br /> •1 9.5 9.7 9.8 10.0 10.1 10.3 10.4 10.6 10.7 10.9 i <br /> 2 11.0 11.2 11.8 11.5 11.6 11.8 11.9 12.1 12.2 12.4 2. <br /> 8 12.5 12.7 12.8 13.0 13.1 15.3 18.4 13.6 1$.7 1$.9 $ ' <br /> y o„ 7)I 5 14.0 14.2 14.8 14.5 14.6 14.8 14.9 15.1 15.2 15.4 4 <br /> � � � � b .15.5 15.7 15.8 16.0 16.1 16.8, 16.4 16.6 16.7 16.9 5 <br /> x 6 17.0 17.2 17.8 17.5 17.6 17.81 17.9 18.1 18.2 18.4 .6 <br /> sc 7 19.5 18.7 18.8 19.0 19.1 19.3 19.4 '10.6 19,7 19.9 7 <br /> x / 8 20.0 20.2 20.3 20.6 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 /> J s-2 S' :Z 10 23.0 23.2 23.3 23.5 23.6 23.8 28.9 24:1 24.2 24.4 10 <br /> r E Z� ��I1IIy� 11 24.5 24.7 24.8 25.0 25.1 25.8 25.4 26.6 26.7 25.9 11 <br /> 12 28:0 .S 262 25.5 26.6 26.8 26.9 1 27.2 27.4 12 <br /> 7J /G z,7 �.-r 18 27.5 .7 27.8 28.0 28.1 28.3 28.4 28.6 2'8.7 28.9 13 <br /> _ �Z3 2 y i 14 29.0 29.2 29.3 29.5 29.6 29.8 29.9 80.1 80.2 30.4 14 <br /> 15 80.5 30.7 30.8 $1.0 81.1 81.3 31.4 81.6 81.7 81.9 15 <br /> 16 82.0 32.2 32.8 $2.5 32.6 $2.8 $2.9 53.1 33.2 83.4 10 <br /> r <br /> 1:-z'j,1 26 s p 3 L 17 33.5 83.7 53.8 $4.0 84.1 34.5 34.4 $4.6 84.7 84.9 17 <br /> r• 0 18 95.0 85.2 88.3 85.5 85.6 35.8 85.9 $6.1 36.2 $6.4 49 <br /> 2 / 19 36.6 26.7 86.8 $7.0 87.1 87.3 37.4 37.6 87.7 87.9 19 <br /> z q, 2 L3 f z 20 88.0 $8.2 $8.3 88.5 88.6 88.8 $8.9 89.1 <39.2 89.4 ..20 <br /> )'r j- , r2� !-1 l 21 $9.5 89.7 39.8 40.0 40.1 40.3 40.4 .•40.6 40.7 40.9 121 <br /> , ' -.7 L 2 G se, ?` 22 41.0 41.2 41.8 41.5 41.6 41.8 41.9 42.1 42.2 42.4 =22 <br /> 1�9 yt J 23 42.5 42.7 42.8 43.0 43.1 43.3 43.4 43.6 43.7 43.9 *23 <br /> J 24 44.0 44.2 44.3 44.5 44.6 44.8 44.9 45.1 45.2 45.4 .24 <br /> 25. 45.5 45.7 45.8 40.0 46.1 46.3 46.4 46.6 46.7 46.9 25 <br /> i / # 26 47.0 47.2 47.3 47.5 47.6 474 47.9 48.1 48.2 48.4 28„ <br /> y ;7 1 n _____�._. 27 48.5 48.7 48.8- 49.0 491 40.3 49.4 49.6 49.7 49.9 27 <br /> 28 $0.0 50.2 50.3 =50.5 50.6 50.8 50.9 51.1 51.2 51.4 28 <br /> y " f Z 29 -51.6 51.7 51.8 52.0 52.1 52.3 52.4 52.6 52.7 52.9 29 <br /> 30 53.0 53.2 53.8 53.5 58.6 53.9 53.9 54.1 543 54.4 80 <br /> 81 54.5 54.7 54.8 55.0 55.1 65.3 55.4 rg 6 55.7 55.9 31 <br /> r + + 82 56.0' 56.2 56.8 56.5 56.6 $6.8 56,9 " .1 57.2 57.4 82 <br /> 88 57.5 57.7 57.8 58.0 58.1 58.3 58.4 58.6 58.7 58.9 33 <br /> }-u 4 l 1 3 34 59.0 59.2 '59.8 69.5 59.6 59.8 59.9 $0.1 60.2 60.4 •$4 <br /> 35 60.5 60.7 60.8 61.0 61.1 61.8 61.4 61.6 61.7 61.9 36 <br /> 36 62.0 62.2 62.3 62.5 62.6 62.8 62.9 63.1 :63.2 63.4 86 <br /> 87 85.5 65.7 63.8 64.0 64.1 64.3 64.4 64.6 84.7 64.9 47 <br /> 88 65.0 .2 65.8 65 95.5 65.8 65.9 66.1 66.2 66.4. 38 <br /> • _ S9 68.5 88.7 66.8 67:50167.1' ' 67.3 67.4 07.6 67.7 67.9 69 <br /> 40 66.0 68.2 68.3 68.5 68.6 68.8 68.9 '69.1 69.2 69.4 40 <br /> Rumyl••-If point is 22.6 R.above grade,howtar s�oukt it.bs from center line to <br /> be s dopa stab point Ana.from Table 41.9. For same aopea but other widths o! <br /> --- am. al o" by oae"t difference in width of -,thusin eampis <br /> for 20 it.roadtled dlatanes will be 41.9 •(20-•16)+2 or 2!t added to 41.9`13.9. <br /> . - •4 �� d ar i aw ffrld+/at ti�pot eowr. <br /> iRAog IN U.*A. <br /> V <br /> i . <br />