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L%- • '� " r <br /> Jx <br /> .. t. <br /> �t STt)C1CTQ ; <br /> 'J J"Y t6 feet wwx�.. IW <br /> For Singie trecic <br /> li 2 •3 1 .4 .b .6, 7• <br /> ' f i <br /> 9.8 10.0 10.1 10.8 10.4 10.8 10.7 10:9 1 <br /> T' 11.8, 11.5 '11.6 11.8 11.9 .12.1 12.2 112A 2 <br /> F z.7 12.8 1&0 13.1 18.8 18,4 13.6 18.7 13.0 , 8 <br /> 14.2 14.3 14.5 14.6 14.8 14.9 15.1 1&0. <br /> 7q�P1 #mo b 15.7 15.8 16.0 16.1 16.3 '16.4 16.6 .18.7 16, 5 <br /> t Al 17.2 17.3 17.5 17.6 17.8 17.9 18.1 188.2 18: '� 6 <br /> 5 18.7 18.8 19.0 19.1 19.3 19.4 19.6 19.7 19t9 7 <br /> ( <br /> 120.2 20.8 20.5 20.6 20.8 20.9 21.1 21.2 21.4 8 <br /> 21.7 '21.8 22.0 22.1 22.3 22.4 22.6 22.7 229 9 <br /> 23.2 13.3 23.5 23.6 23.8 23.9 24.1 24,2 24.4 10 <br /> .6 24.7 24,8 25.0 25.1 25'.3. 25.4 25.6 25.7 =9 11 <br /> _ K' UR►v �u .J60 28.2 26.$ ., 26.6 26:8 26.9` 27.1 27.2 '2'7.4 12 <br /> F` tV(Y SURVEYOR'S 7 27:8: ' 1 28.3 28.4 28.8 28.7 28.9' 13 <br /> ! 306;� t ! .2` 29.8 29.8 29.9 30.1 80.2 80.4. 14 <br /> ITER <br /> Plow $18 80'8 '�"1 82.3 814 31.6 31.7 81,9, � ; <br /> i1.0' M2 82.b,,'32 2:$ 32.9 333 83.2 <br /> 34.0 34.1 84.3 34:4 84.6 84.7 >', ` 17 <br /> .0 35.2 85.8 85.5 35.6 35.8 95.9 36.1 6.4 1$ <br /> .5 36.7 86.8 87.0 87.1 87.3 87.4 3'T 6 37:9 19 .: <br /> ff G 89,0 88.2 88.3 38.5 38.6 88.8 38.9 $91 . 2 39.4 20 <br /> 89.7 89,8 40.0 40.1 40.3 40.4. 40;7 40.9 21 . <br /> 41.9 41.2 41:3 41.5 41.6 41.8 41. �° 42.2 42.4 22 <br /> 2.5 42.7 42.8 43.0 43.1 43.3 43.16 43.7 43.9 23 <br /> 45 <br /> X4.0 44.2 44.3 44.5 44.6 44.8 44.9 .1 45.2 45.4 24 <br /> ? rY-,Y ` 5,5 45.7 45.8 46.0 46.1 46.3 46.4 46.6 46.7 46.9 25 <br /> .0 47.2 47.3 47.5 47.6 471.8 47.9 48.1 48.2 48.4 26 <br /> v 5 48.7 48.8 49.0 49.1 49.3 49.4 49.6 49.7 49.9 27 <br /> ` ) 50.2 50.3 50.5 50.6 50.8 50.9 51.1 $1.2. 51.4 28 <br /> •� - 5 51.7 51.8 52.0 .52.1 52.3 52.4 52.6 52.7 52.9 29 <br /> - -- �J 1.0 53.2 53.3 53.5 53.6 53.8 53.9 54.1 54.2 54.4 30 <br /> A.5 54.7 54.8 55.0 55.1 55.3 55.4 55.6 55.7 55.9 31 <br /> 06.0 56.2 56.3 56.b 56:6 56.8` 56.9 57.1 57.2 57.4 32 <br /> s 57.5 57.7 '57.8 58.0 5&1 58.3 58.4 58.6' 58.7 58.9 33 <br /> 59.0 59.2 59.3 59.5 59.6 59.8 59.9 601 60.2 60.4 134 <br /> 60.5 60.7 60.8 61.0 61.1 61.3 61.4 616 61.7 61.9 35 <br /> 62.0 62.2 62.3 62.5 62,6 62.8 62.9 63.1 63.2 63.4 36 <br /> 63.5 63.7 63.8 64.0 64.1 64.3 644 64.8 64.7 64.9 37 <br /> 65.0 65.2 65.3 65.5 65.6 65.8 65.9 66.1 66.2 663 38 <br /> 3 66.5 66.7 66.8 67.0 67.1 67.3 67.4 67.6 67.7 67.9 39 <br /> 680. 68,2 68.3 68.5 688 08.8 68.9 69.1 69.2 69.4 1 40 <br /> Rumple-If point in 22.6 ft.above grade,how far should it be from costar Ilns to <br /> elope stake nt} Ane.from Table 41.9. For same elopes but other widths of <br /> --- pa y <br /> bed correct=gum by oae-half difference in width of roadbed;thns9�es�ople <br /> for On ft roadbed distance will be 41.9+(20--•l6)+2 or 2 ft.added to 4*j a S's <br /> inside of front cover. <br /> 14 <br />/ MAW <br /> .. �. <br /> . . ' <br />