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EYOR�S � ,, r <br /> DISTANCE5 FROM CENTER OF=ROADWAY FOR i <br /> ` CROSSSECTiONING. 5. <br /> J _ 6 ROWWW 16 feet wide. Side Slopes l on 131. <br /> For-file Teck <br /> 1 „ 8 2 <br /> 0�/ �J .. rj H I`.i . . ,8 * .7 . .9 H <br /> ll� �I I4 8 8 <br /> I <br /> �J/,S.,- <br /> ` / 0 8.0 8.2 8.3 8.5 8.6 .&9 $ 9.1f 9.2 9.4 0 < y <br /> . t{ 1 9.5 9.7 9.8 18.0 10.1 10 3 1(f: 10.6 `10.7 10.9 1 r_ <br /> 11.0 11.2 11.3 11.5 11.6 11.8 11.9 12.1 '11.2 12.4. 2 <br /> 3" 12.5 12.7 12.8 13.0 13.1 13.8 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 /> f 5 15.6 15:7 25.8 16.0 16.1 16.3 16.4 16.6 16.7 -16.9 . 5 <br /> ? 6 17.0 17.2 17.3 17.5 17.6 17.8 17.9 18.1 18.2 18.4 .6 <br /> 5 7 18.5 18.7 18.8 19.0 19.1 19.3 19.4 19.6 19.7 19.9 7' <br /> .y ! 8 '1" 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 ZA 22.6 221 22.9 9 <br /> 10 23.0 28.2 .8, 23.5 23.8 23.8 23.9 24.1 24.2 24.4 10 <br /> 11 24 24.77 -24.8 2,&0 25.1 25.$ `25:4 25.6 25.7 25.0 it ` <br /> 12 28E0 26 2 .3 26.5 26A 26.8 '26.9 27.1 27.2 27.4 12 <br /> 13 2'P 5 27.7 27.8 28.0 28.1 28.3" 28.4 28:6 28.1 28.9 13 <br /> -7 f -t 14 29.0 29.2 `29.3 29:5 29..6 29.8 29:9 .30.1 $30.2 30.4 14 <br /> / 16 15 32.0 38.2 32.3 32.5 32.6 32.8 32.9 83.1 33.2 83.4 16 <br /> 17 33.5 33.7 33.8 84.0 34.1 34.3 34.4 34.6 34.7 34.9 17 <br /> 18 85.0 35.2 35.3 35.5 35.6 35.8 35.0 36.1 36,2 3614 18 <br /> 19 36.5 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 20 <br /> 21 30.5 39.7 39.8 40.0 40.1 40.3 40.4 40.8 40.7 40.9 21 <br /> 22 41.0 41.2 412 41.5 41,6 41.8 41.9 42.1" 42.2 42A 22 <br /> 23 42.5 42.7 42.8 43.0 43.1 43.3 43.4 43.6. 43.7 ¢433 9 23 <br /> 24 44.0 44.2 44.3 44Ak 44.6 44.8 44.9 45.1 48.2 4b.4 '24 <br /> 25 45.5 15.7 45.8 46.0 46.1 46.3 46.4 46.6 46.7 46.9 25 <br /> 26 47.0 47.2 A7.3 47.5 47.6 47,8 47.9 48.1 48.2 48,4 26 <br /> 27 48.5 48.7 48.8 49.0 49.1 49.3 49.4 49.6 49.7 49.9 27 <br /> 28' 60.0 50.2 50.3 50.5 80.6 50.8 50.9 51.1 51.2 51.4 28 <br /> ;Z i , • 29 51.5 51.7 51.8 52.0 52.1 152.3 MA 52.6 62.7 52.9 29 <br /> 30, 53.0 53.2 53.3 63.5 53.6 53.8 53.9 54.1 54.2 54.4 30 <br /> 91 54.5 54.7 84.8 65.0 55.1 55.3 55.4 55.6 55.7 55.9 '31 ,r ' <br /> 32 56.0. 56.2 56.3' 56.5 56.6 56.8 56.9 57.1 57.2 57.4 32 <br /> n 33 57.5 57.7 57.8 58:0 58.1 58.3 58.4 58.6 58.7 58.9 33 <br /> 34 59.0 59.3 50.3 59.5 59.6 59.8 59.9 60.1 60.2 60.4 84 <br /> 35 60.5 60.7 60.8 61.0 61.1 61.3 61.4 61,6 61.7 61.9 35 <br /> 36 62,0, 62.2 .62.3 62.5 62.6 62.8 62.9 63.1 63.2 65.4 36 <br /> 37 63.5 63.7 63.8 64.0 64.1 64.3 64.4 64.6 64.7 64.9 87 <br /> y 38 65.0 65.2 .65.3 65.5 65.6 65.8 65.9 66.1 66.2 66.4 38 <br /> 39 66.5 66.7 60:8 67.0 67.1 67.3 67.4-167.6 67.7 87.9 99 <br /> 40 68.0 68.2 .68.8 68.5 68.6 68.8 88.9 1 69.1 69.2 69.4 40 <br /> r , <br /> Y Example-II Point is 20.6 ft.above made,bow fad should i4 be from center line to <br /> be a slope stake}��4A+W Amis.frogs Table 4t:9. For pct atopen but other widths of <br /> roadbed oorreft above,figures by one-half difference lalifdt6 of roadbed•thus in ple <br /> y above for 20'it,iosdbed distance will be 41.9-F(20-18)to or 9!t added to 41.9'43.9. ° <br /> zrt n i For slopes of 1 on i see inside of froat+eover. <br /> sir ., a Y W r we, r <br /> Ile <br /> � -}7 c 1-'L t ?• .»..� "S;F' ii ' s ,s �, ,Cr ,�f .; t, r,ay s" 4� • <br /> ,� . t <br />