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KEUFFEL & ESSER CO. <br />DRAWING MATERIALS <br />AND <br />SURVEYING INSTRUMENTS. <br />NEW YORi~. <br />CHICAGO. SAN FRANCISCO. ST. LOUIS. <br />TABLES FOR EXBAVATIONS AND EMBANKMENTS. <br />DISTANCES FROM CENTER OF ROADWAY FOR CROSS-SECTIONING. <br />ROADWAY IS FEET WIDE. SIDE SLOPES 1 TO ].. <br />• FOIL' SIN6J.E TRACT{ E%CAVATION. <br />"Copyn:gle~, 1&96, by Seufj'eZ .E Exeer Co." <br /> 0 .1 .2 .3 ~ .4 I .5 .6 .7 .8 .9 <br />0 9.0 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9 0 <br />1 10.0 10.1 10.2 10.3 10.4 10.5 10.6 10.7 10.8 10.9 1 <br />2 1 LO 11.1 11.2 11.3 11.4 11.5 11.6 11.7 11.8 11.9 2 <br />3 12.0 '12.1 12.2 12,3 12.4 12.5 12.11 ~72:$' 12.8 12.9 3 <br />4 13.0 l.`3.1 13.2 13.3 13.4 13.5 13.fi 13.7 13.8 13.9 4 <br />6 ~ <br />' ~ 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 1:,.1 15.2 15.3 15.4 15.Ci 15.6 15.7 1,.8 15.9 6 <br />7 16.0 16.1 16.2 16.3 16.4 llib 16.6 1G.7 16.8 16.9 7 <br />8 ' 17.0 1Z1 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 />LO 19.0 19.1 19.2 19.3 19.4 19.6 19.6 19.7 19.8 19.9 10 <br />L1 20.0 20.1 20.2 20.3 20.4 20.5 20.6 20.7 20.8 20.9 11 <br />12 21A 21.1 21.2 `21.3 21.4 21.5 21.6 21.7 21.8 21.9 12 <br />(3 22.0 22.1 22.2 22.3 22.4 22.5 22.6 22.7 22.8 22 <br />9 13 <br />14 23.0 23.1 23.2 23.3 23.4 23.~i 23.6 23.7 23.8 . <br />23.9 14 <br />L5 24.0 24.1 24.2 24.3 24.4 24.5 24.11 24.7 24.8 24.9 l:i <br />L6 25.0 20.1 25.2 25.3 25.4 26.5 2:,.6 25.7 25.8 25.9 16 <br />17 2G.0 '26.1 26.2 26.3 `16.4 26.5 26.6 26.7 26.8 26.9 17 <br />[8 2Z0 27.1 27.2 27.3 27.4 27.5 27.6 27,7 27.8 27.9 18 <br />t9 28.U 28.1 28.2 ~ 28.3 - 28.4 28.5 28.6 28.7 28.8 28.9 19 <br />?0 29.0 29.1 29.2 29.3 29.4 29.5 29.G 29.7 29.8 29.9 20 <br />?1 30.0 30.1 30.2 30.3 30.4 30.5 30.6 30.7 30.8 9 <br />30 21 <br />?2 31.0 31.1 31.2 31.3 31.4 31.5 31.6 31.7 31.8 . <br />9 <br />31 22 <br />?3 32.0 32.1 32.2 32 i 32.4 32.5 32.6 32,7 32.8 . <br />32.9 23 <br />?4 33.0 33.1 33.2 33.3 33.4 3:i.5 33.6 33.7 33.8 33.9 24 <br />?5 34.0 34.1 34.2 34.3 34.4 34.6 31.6 34.7 34.8 .34.9 25 <br />?6 35.0 3fi.1 30.2 35.3 35.4 33.5 35.6 35.7 35.8 35.9 26 <br />?7 36.0 36.1 36.2 36.3 36.4 3~i.5 35.6 36.7 36.8 36 <br />9 27 <br />?8 37.0 3'7.1 37.2 37.3 37.4 ,',7.5 37.6 37.7 37.8 . <br />37.9 28 <br />?9 38.0 38.1 38.2 38.3 38.4 38.Fi 38.6 38.7 88.8 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 40.1 402 °^' ^^ A ^^ ~ ^~ 6 40.7 40.8 40.9 31 <br />32 41.0 41.1 412 6 41.7 41.8 41.9 32 <br />33 42.0 42.1 42.2 / ~ 6 42.7 42.8 42.9 33 <br />34 43.0 43.1 43.2 / ~ 5. ~f 6 43.7 43.8 43.4 34 <br />35 44.0 44.1 44.2 C. J 6 44.7 44.8 44 <br />9 36 <br />36 I I 45.0 45.1 452 6 .45.7 45.8 . <br />45.9 36 <br />- ~o o /r ~ c3, <br />C~'fy ~ work , lY/t. Arr~~/. <br /> <br />:WoOdburrr , ~i-e . <br />~,..~~~.. r.~ nr,:iua A. flail. ;1i. Aiii. Six:. ~'. 1;. <br />'s Railr~a~; Curve Tabel;; see end of ho <br />