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KEUFFEL & ESSE � CO. <br /> DRAWING MATERIALS RRN to <br /> AIMOOUN <br /> SURVEYING INSTRUM BITS. TV SURVEYORS OFFICE :y <br /> NEW YORK. <br /> CHICAGO. ST. LOUIS. SAN FRANCISCO. MONTREAL. ! _ CALIFORNIA <br /> TABLES FOR EXCAVATIONS AND EMBANKMENTS. <br /> DISTANCES FROM CENTER OF ROADWAY FOR CROSS.SECTIONING <br /> ROADWAT 18 nZT WIDE. SIDE Swpw 1 TO 1. .' . <br /> Fos SWGIA TsMM EXUVATION. <br /> .. yAt,JM,by g•.ff t s Ap*w C•.- RETURN TO <br /> - - COUNTY SURVEYORS OFFICE <br /> 0, .1 .2 .3 .4 b 6 7 8' 9 -. <br /> • /.86�¢ . E �5/oze/7`oi. S� �x� <br /> 0 9.0 9.1 9.2 9.3 9.4 9.5 9.6 4,7' 9.8 9.9 0WFOCKTON CALIFORNIA <br /> 1 10.0 10.12 10.3 10.4 10.6 10.6 10.7 10.8 10.9 1 ;,� - • <br /> 2 11.0 11.1 .2 11.3 11.4 11.5 11.6 11.7 11.8 11.9 2 ) , <br /> 8 12.0 12.1 1/12.2 12.3 12.4 12.5 12.6 12.7 12.8 12.9 3 <br /> 4 13.0 13.1, 18.2 13.3 13.4 18.5 13.6• 13.7 13.8 13.9 4 <br /> 5 14.0 14.11 14.2 14.3 14.4 14.5 14.6 14.7 14.8 14.9 6 <=' <br /> 6 15.0 16.1 16.2 .15.8 15.4 15.5 15.6 15.7 15.8 15.9, 6 <br /> 7 16.0 18.1 16.2 16.3 16.4 16.5 18.6 16.7 16.8 16.9 7 <br /> 8 17.0 17.1 17.2 17.3 17A 17.5 17.6 17.7 17.8 17.9 8 -. <br /> 9 18.0 18.1 18.2 18.8 18.4 18.5 18.6 18.7 18.8 18.9 9 eY <br /> 10 19.0 19.1 19.2 19.3 19.4 19.5 19.6 19.7 19.8 19.9 10 <br /> Il 20.0 20.1 20.2 20.3 20.4 20,6 20.6 20.7 20.8 20.9 ill <br /> T <br /> 12 21.0 21.1 21.2 21.3 21.4 21.5 21.6 21.7 21.8 21.9 12 1 b T <br /> 13 aa.o 22.1 22.2 22.3 22.4 22.6 22.6 22.7 22.8 22.9 13 <br /> 14 23.0 23.1 23.2 23.3 23.4 28.6 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 16 <br /> 16 26.0 25.1 25.2 26.3 25A 25.5 25.6 25.7 25.8 25.9 16 <br /> 17 26.0 26.1 26.2 26.3 26.4 26.5 26.6 26.7 26.8 26.9 17 <„ <br /> 18 27.0 27.1 27.2 27.8 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 29.8 29.4 29.6 29.6 29.7 29.8 29.9 20 <br /> 21 80.0 30.1 30.2 $0.3 30.4 30.5 30.6 30.7 30,8 30.9 21 I <br /> 22 31.0 31.1 31.2 31.3 31.4 31.5 31.6 31,7 31.8 31.9 22 <br /> 28 1 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 88.1 88.2 U.3 38A 33.5 33.6 33.7 83.8 33.9 24 <br /> 25 84.0 34.1 34.2 34.3 34.4 84.5 34.6 34.7 34.8 84.9 25 <br /> 26 85.0 85.1 35.2 35.3 36.4 35.5 35.6 ,35.F 85.8 35.9 26 c- 0 <br /> 27 86.0 86.1 86.2 36.3 36.4 36.5 36.6 36.7 36.8 $6.9 27 .! <br /> 28 87.0 87.1 37.2 $7.3 87.4 37.6 37.6 37.7 37.8 37.9 28 D <br /> 29 38.0 88.1 86.2 38.3 98.4 38.5 38.6 38.7 88.8 38.9 29 <br /> 30 39.0 89.1 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 40A 40.5 40.6 40.7 40.8 40.9 31 <br /> 82 41.0 41.1 41.2 41.3 41A 41.5 41.6 41.7 41.8 41.9 32 <br /> 88 42.0 42.1 42.2 42.8 42.4 42.5 42.6 42.7 42.8 42.9 33 <br /> 84 43.0 43.1 43.2 43.8 43.4 43.5 43.6 43.7 43.8 43.9 34 <br /> 35 44.0 44.1 44.2 44.3 44A 44.5 44.6 44.7 44.8 44.9 135 <br /> 86 45.0 46.1 46.2 46.3 45.4 45.5 46.6 45.7 46.8 45.9 363 / Q A. <br /> 7 V3 <br /> Calculated by Julien A.Hall,M.Am.Soc.C.E. ' ` <br /> 9 f t <br /> •I + �� • P , <br /> For Keith's Railroad Curve Tabels see end of book. <br /> A <br /> ,, _ <br /> 41 <br />