Laserfiche WebLink
KEUFFEL & ESSER CO. 4 <br /> DRAWING1V1�� , $IALS _ Wry <br /> � io <br /> SURVikYtt ( �Mr �IIIilIEy ws OFFICS <br /> �` �•�+II« �� <br /> CHICAGO. ST. LOT3Az,,AL*4.,Vm1�'�ISC& MONTREAL. vq <br /> TABLES FOR EXCAVATIONS AND EMBANKMENTS. <br /> DISTANCES FROM CENTER-OF ROADWAY FOR CROSS•SECTIONING. <br /> ROADWAY 18 FEET WIDE. .HIDE SLOPES 1 To L <br /> FOR SINGLE TRACE EXCAVATION. Rt''T'UlMI TO <br /> • ' '' COP SURVEYOR'S OFFICE <br /> e1Cayyriyli,,'JBy6,by%xffe7 m&ver Ce.".- <br /> 0 .1 .2 .3 .4 .�,b .6 ,7 .8: .9 I ,,^` roN CALIFORNIA d <br /> 0 9A 9.1 9.2 --9.3 9.4 15 9.6 9.7 9.8 9.9 0 Phone 88.53 6 <br /> 1 10.0 10.1 10.2 10.3 10.4 10.6 10.6 10.7 10.8 10.9 1 <br /> 2 11.0 11.1 112 11.3 11.4 11.6 11.6 11.7 11.8 11.9 2 <br /> 3 12.0 -12.1 12.2 12.3 12.4 12.5 12.6 12.7 12.8 12.9 3 <br /> 4 13.0 13.1 13.2 13.3 13.4 13.5 13.6 13.7 .13.8 13.9 4 <br /> 6 14.0 14.1 14.2 14.3 14.4 14.5 14.6 14.7 14.8 14.9 5 <br /> 6 15.0 15.1 15.2 15.3 16.4 16.5 15.6 15.7 15.8 15.9 6 <br /> 7 16.0 16.1 16.2 16.3 16.4 16.6 16.6 16.7 161.8 16.9 7 <br /> 8 17.0 17.1 17.2 17.3 17.4 17.5 17.6 17.7 17.8 17.9 8 <br /> 9 18.0 18.1 18.2 18.3 18.4 18.5 18.6 18.7 18.8 18.9 9 <br /> 10 19.0 19.1 19.2 19.3 19.4 19.5 19.6 19.7 19.8 19.9 10 <br /> 11 20.0 20.1 20.2 20.3 20.4 20.5 20.6 20.7 20.8 20.9 11 _ <br /> 12 21.0 21.1 21.2 21.3 21.4 21.6 21.6 21.7 21.8 21.9 12 <br /> 13 22.0 22.1 22.2 22.3 22.4 22.6 22.8 22.7 22.8 22.9 13 <br /> 14 23.0 23.1 23.2 23.3 23.4 23.6 23.6 23.7 23.8 23.9 14 <br /> 15 24.0 24.1 24.2 24.3 24.4 24.5 24.6 24.7 24.8 24.9 15 <br /> 16 25.0 25.1 25.2 25.3 25.4 25.5 25.6 25.7 25.8 26.9 16 - <br /> 17 26.0 26.1 26.2 26.3 26.4 26.6 26.6 26.7 26.8 26.9 17 <br /> 18 27.0 27.1 27.2 27.3 27.4 27.5 27.6 27.7 27.8 27.9 18 <br /> 19 28.0 28.1 28.2 28.3 28.4 28.5 28.6 28.7 28.8 28.9 19 <br /> 20 29.0 29.1 29.2 29.3 29.4 29.5 29.6 29.7 29.8 29.9 20 <br /> 21 30.0 110.1 30.2 30.3 30.4 30.6 30.6 30.7 30.8 30.9 21 <br /> 22 31.0 31.1 31.2 31.3 31.4 31.5 31.6 31.7 31.8 31.9 22 <br /> 23 32.0 32.1 32.2 32.3 32.4 32.5 32.6 32,7 32.8 32.9 23 <br /> 24 33.0 33.1 33.2 33.3 33.4 83A 33.6 33.7 33.8 33.9 24 <br /> 25 34.0 34.1 34.2 34.3 34.4 34.5 31.6 34.7 34.8 34.9 26 <br /> 26 35.0 35.1 35.2 35.3 35.4 35.5 35.6 35.7 35.8 35.9 26 <br /> 27 36.0 36.1 36.2 36.3 36.4 "36.5 36.6 36.7 36.8 36.9 27 <br /> 28 37.0 37.1 37.2 37.3 37.4 37.5 37.6 37.7 37.8 87.9 28 <br /> 29 38.0 38.1 38.2 38.3 38.4 38.5 38.6 38.7 38.8 38.9 29 <br /> 30 39.0 39.1 39.2 39.3 39.4 . 39.5 39.6 39.7 39.8 39.9 30 <br /> 31 40.0 40.1 40.2 40.3 40.4 40.5 40.6 40.7 40.8 40.9 31 <br /> 32 41.0 41.1 41.2 41.3 .41.4 41.5 41.6 41.7 41.8 41.9 32 <br /> 33 42.0 42.1 42.2 42.3 42.4 42.5 42.6 42.7 42.8 '42.9 33 <br /> 84 43.0 43.1 43.2 43.3 43.4 43.5. 43.6 43.7 43.8 43.9 34 <br /> 35 44.0 441 442 44.3 44.4 44.5 44.6 44.7 4.3.9 44.9 35 <br /> 36 45.0 45.1 45.2 43.3 45.4 45.5 45.6 45.7 45.8 45.9 36 <br /> Calculated by Julleu A.Ball, M. Am.Soc.C.E. <br /> For Keith's Railroad Curve Tabels see end of book. <br /> s - <br />