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4 2 <br /> PROM CENTER OF ROADWAY FOR <br /> CROSS-SECTIONING. <br /> RobdwW 16180#w;de. Mde Slopes I'm I <br /> l 3, <br /> /,.Z 1 4 Q Z For Single Tmck Embankment. <br /> 0 .1 <br /> H I <br /> .2 .3 .4 .b .8 .7 .$ I .9 H <br /> a, 0 8.0 8.2 8.3 8.5 8.6 8.8 8.9 9.1 9.2 .4 0 <br /> 1 9.5 9.7 9.8 10.0 10.1 10.3 10.4 10.6 10. ft <br /> 0.9 1 <br /> 2 11.0 11.2 11.3 11.5 11.6 11.8 11.9 12.1 1 .22.4 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 /> • i , �.3 4' 14.0 14.2 14.3 14.5. 14.6 14.8 14.9 15.1 15.2 15.4 4- <br /> 5 15.5 15.7 15.8 16.0 16.1 16.3 16.4 16.6 16.7 .16,9 6 <br /> /W-10srTURN T6 �- �3 + 6 17,0 .17.2 17.3 17.5 17.6 17.8 1�9 I8.1 18.3 .$:4; 6 <br /> '� _ ; 7 18.5 18.7 18.8 19.0 19.1 19.3 1 .4 19.6 10.7, 1�9 7 <br /> COUNTY SURVEYOR'S OFFICE s 20.0 20.2 20.3 20.5. 20.6 20.8 20.9 21.1 21.3 21.4' <br /> • �`� 9 21.5 21.7 21.8 22.0 22.1 22.3 22.4 22.6 22.7 22.9 9 <br /> / 9 10 23.0 23.2 23.3 23.5 23.6 23.8 23.9 24.1 24.2 9 10 <br /> STOCK70N -�)4 I• �fIA 11 24.5 24.7 24.8 25.0 25.1 25.3 25.4 25.6 25.7 11 :. <br /> i 12 26.0 26.2 26.3 26.5 26.6 26.8 26,9 27.1 27.2 .4 12 <br /> 13 27.5 27.7 27.8 28.0 28.1 2$.3 28.4 28.6 28.7 28,9 �fi3 <br /> I � �- � <br /> �+ 14 29.0 29.2 29.3 29.5 29.8 29.8 29.9 30.1 30:2 80 A 14 <br /> 3_ 9'3-- 15 30.5, 30.7 80.8 31.0 31.1 31.3 31.4 31:6 81:7 319 ;15 <br /> '` i a.0 p //. 1.8 32.0 32.2 32.3 32.5 32.6 82.8 32,9 33.1 33.2 334 1 <br /> bra G 9 ? 17 33.5 33.7 33.8 34.0 34.1 34.3 34.4 .84.8 44.7 34.9 1 <br /> a J _ 18 35.0 35.2 35.3 35.5 35.6 35.8 35.9- 36.1 36,$ 36.4 18 <br /> s 3 19 36.5 36.7 36.8 87.0 37.1 37.3 37.4 37.6 37.7 $7.9 19 <br /> 20 138.0 38.2 38.3 38.5 38.6 38.8 38.9 39.1 89.2 39.4 20 <br /> -- 21 39.5 39.7 39.8 40.0 40.1 40.3 40.4 40.6 40.7 40.9 21 <br /> -5�3 �+ J 22 41.0 41.2 41.3 41.5 41.6 41.8 41.9 42.1 42.2 42,4 22 <br /> 2 q 23 42.5 42.7 42.8 43.0 43.1 43.3 43.4 43.6 43.7 45:9 23 • <br /> 24 44.0 44.2 44.3 44.5 44.6 44.8 44.9 45.1 45.2 45.4 24 ' <br /> 3' 25 45.5 45.7 45.8 46.0 46.1 46.3 46:4 46.6 46.7 46.9 26 <br /> 7 26 47.0 47.2 47.3 47.5 47.6 47.$ 47.9 48.1. 48•2 48,4 96 <br /> 27 148.5 48.7 48.8 49.0 49.1 49.3 49.4 49.6 49.7 49.9 27 ' <br /> -- <br /> 28 150.0 50.2 50.3 50.5 50.6 50.8 50.9 51.1 51.8 51.4 2$ <br /> 29 51.5 51.7 51.8 52.0 52.1 52.3 52.4 5.2.6 52.7' 52.9 29 <br /> 30 53.0 53.2 53.3 53.5 53.6 53.8 53.9 54.1 54.2 54.4 30 <br /> 31 54.5 54.7 54.8 55.0 55.1 55.3 55.4 55.6 55.7 85,9 ''31 <br /> • / G ! �C 82 56.0 56.2 56.3 56.5 56.6 56.8 56.9 57.1 57.2 87.4 32 <br /> 33 57.5 57.7 57.8 58.0 5841 58.3 58.4 58.6 58.7 $8.9 •83 <br /> H 2 •j 7 y G ASF 34 59.0 59.2 59.3 59.5 59.6 59.8 59.9 60.1 60.2 80.4 34 <br /> L <br /> 9'7 . l� 3 G 35 60.5 60.7 60.8 61.0 61.1 61.3 '61.4 61.6 61.7. $1.9 35 <br /> 36 62.0 62.2 62.3 62.5 62.6 62.8 62.9' 63.1 63.92 63.4 38 , <br /> z S 37 63.5 63.7 63.8 64.0 64.1 64.3 64.4 64.6 64.7 64.9 37 <br /> 38 654 65.2 65.3 65.5 65.6 65.8 65.9 66.1 66.2 66.4 88 <br /> 39 66.5 66.7 66.8 67.0 67.1 67.3 67.4 67.6 67.7 67.9 S9 <br /> 40 68.0 68.2 68.3 68.5 68.6. 68.$ 68.9 69.1 69.2 69.4 40 <br /> be:ample--If point-0 22.6 ft.above grade how tat should butmt eee er linnee of <br /> /lope stake point? Asa.from Table 41.6. Foe same sl <br /> /;L 30 roadbed oorreet above SgWres by o ;half difference in width of rwdbed;thw fn esam� <br /> tot 20 ft.roadbed distance wIIl be 41.9_;e 1(20-16)+2 or 2!t added to 41.9 w".9• <br /> �uralcy+s of 1 on 1 no faaride of front oover. <br /> a = <br /> Made is Q!prsr. <br /> d <br /> s <br /> 4 - w op .. <br /> do S <br />