BOOK 232 - Laserfiche WebLink

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z tG 7ZB 7°1;4 EUGENE DIETZGEN G.O.,3- 27/ TlF 41 RIZA1elIN6�-MATERIALS. MATHEMATICAL tie �3 N ? ` SURVEYING.INSTRUMENTS W _ _�05 �,�%G� ¢ 53 Ze�To��• ✓� �� 3 •.:N"wYQ&'.Sen k0nduh2• Mew.Orleans Pittsburg Toronto /T✓ / z , �! 6 �"Sistances€rom.(Zvrrteeryof Roadway for CrossSeetioning .7 �, •I�edwa 16 � _, yfeetwide SideSlopes?:a� _ � For Single Track Embankment Ii _0 I 1741 7 0 8.0 8.1' 8.2 8.3 S. .5 8.6 8.7 8.88.9 0l! 8 �3 1 9.0 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9 1 / ' 3 `- A_4� 2 10.0 10.1 10.2 10.3 10.4 10.5 10.6 .10.7 10.8 10.9 2 / S 11.0 11.1 11.2 11.3 11.4 11.5 1t.6 11.7 11.8 11.9 3 .��(3 j-8 V" 7/�'-`{ �� , ��P�r? 4_Z 7 / 7,- 4 12.0 12.1 12.2 12.3 12.4 12.5 12.6 12.7 12.8 12.9 4 ; S_33 v sZ°/ g _�_ / 6 ` 5 13.0 13.1 13.2 13.3 13.4 13.5 13.6 13.7 13.8 13.9 5 ---. / z�y4F�{ I� 8 14.0 14.1 14.2 14.3 14.4 14.5 14.6 14.7 14.8 14.9 8 i'� fW )i/L33ut 7 15.0 15.1 15.2 15.3 15.4 15.5 15.6 15.7 15.8 i5.9 7 -- L --- 8 16.0 16.1 16.2 16.3 16.4 16.5 16.6 16.7 16.8 16.9 8 s 171 9 17.0 17.1 17.2 17.3 17.4 17.5 17.6 17.7 17.8 17.9 9 ��- ' 10 18.0 18.1 18.2 18.3 18.4 18.5 18.6 18.7 18.8 18.9 10 ' 11 19.0 19.1 19.2 19.3 19.4 19.5 19.6 19.7 19.8 19.9 11 nr�d°�f8r✓iy �� 3J8 i Js 12 20.0 20.1 20.2 20.3 20.4 20:5 20.6 20.7 20.8 20.9 12 `� 13 21.0 21.1 21.2 21.3 21.4 21.5 21.6 21.7 21.8 21.9 13 __.�_ /6 sZ k4 f 14 22.0 22.1 22.2 22.3 22.4 22.5 22.6 22.7 22.8 22.9 14 NS6 It s' iy - ✓�/ �� f9 L 15 23.0 23.1 23.2 23.3 23.4 23.5 23.6 23.7 23.8 23:9 15 /3 9 R F ''�o 16 24.0 24.1 24.2 24.3 24.4 24.5 24.6 24.7 24.8 24.9 18 �^3 t `�`�L a %3 17 25.0 25.1 25.2 25.3 25.4 25.5 25.6 25.7 25.8 25.9 17 ry 3 W G 9 , ° � . 18 26.0 26.1 26.2 26.8 26.4 26.5 26.6 .26.7 26.8 26.9 18 19 27.0 27.1 27.2 27.3 27.4 27.5 27.6 27.7 27.8 27.9 19 /V]y 2 f y s 20 28.0 28.1 28.2 28.3 28.4 .28.5 28.6 28.7 28.8 28.91. 2pE --- 21 29.0 29.1 29.2 29.3 29.4 29.5 29.6 29.7 29.8"29:9` 21 ' • . f�J -3�1 7 X_4 22 80.0 $0.1 80.2 '30.3 30.4 30.5 30.8 30.7 30.8 30.9 22 '' l�_-�.? N�/k7/`-P,of 23 81.0 31.1 81.2 81.3 31.4 31.5 31.6 31.7 31.8 31.9 23 24 32.0 32A 32.2 32.3 32.4 32.5 32.6 32.7 32.8 32.9 24 ? ��oz 2 _ 25 83.0 33.1 33.2 33.3 33.4 33.5 33.6 33.7 33.8 33.9 25 1 Z S X104 i� 2W 4 i1 13 28 34.0 84.1 34.2 34.3 34.4 34.5 34.6 34.7 34.8 34.9 26 s 7s u t_ _..__ __�. 27" 85.0 35.1 85:2 35.3 35.4 85.5 35.6 85.7 35.8 ' N7 35.9 27 V�N�g°°/ E 1.7 f 7 i.y z+ st. 28 88.0 38.1 36.2 36.3 36.4 36.5 36.6 36.7 36.8 36.9 28 t - q I/ . 29 87.0 37.1 37.2 87.3 37A 37.5 37.6 37.7 37.8 37.9 29 � �� 3 12°/ y ,*4 30 88.0 38.1 38.2 38.3 38.4 38.5 38.6 38.7 88.8 38.9 o- $� 89.0 39.1 39.2 39.3 39.4 39.5 39.8 89.7 39.8 39.9 131 S 6 ..,7 to/*2 v U a•7 G l r 2 Z i 82 40.0 40.1 40.2 40.3 40.4 40.5 40.6 40.7 40.8 40.9 32 f s , 33 +41.0 41.1 41.2 41.3 41.4 41.5 41.6 41.7 41.8 41.9 83 �� J�� gq�2��-�� /S.Jts 6 7� � 34 .0 42.1 42.2 .42.3 42.4 42.5 42.8 42.7 42.8 42.9 34214 s 85 43.0 43.1 43.2 43.3 43.4 43.5 43.6 43.7 43.8 43.9 195 no r 6'S 6�'3`f l0 3•s� '1 4 36 44.0 44.1 44.2 44.3 44.4 44.5 44.6 44.7 44.8 44.9 36 Neo 7144/ 97 45.0 45.1 45.2 45.3 45.4 45.5 45.6 45.7 45.8 45.9 37 �+ os i S 98 2- �✓ 88 46.0 46.1 46.2 46.3 46.4 46.5 46.6 46.7 46.8 46.9 38 4 h F -- 89., 47.0 47.1 47.2 47.3 47.4 47.5 47.6 47.7 47.8 47.9 39p 40 H 48.01 48.1 48.2 1 48.3 48.4 1 48.5 1 48.6 1 48.7 1 49.8 148.9 1 40 N 731 3`Lary T ' 8zample-If point is 22.6 ft. above grade,how far should it be from center, �Y- y°z to be a elope stake point? Ane.from Table 30.6. For same elopes but other wi .d a of roadbed,correct above figures by one-half difference in width of roadbed;thus is b 1a hove,for 20 ft.roadbed distance will be 30.6+(20-16)+2 or 2 ft.added to enmple a 30 6-32.6. For elopes of 1 on 135 see inside of back cover. 17 le Copyright,1914,by Eugene Dietcgen Co 1V T