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KEUFFEL & ESSER CO. <br />DRAWING MATERIALS <br />~, AND <br />SURVEYING INSTRUMENTS. <br />NEW YORK. <br />CHICAGO. ST. LOUIS. SAN FRANCISCO. MONTREAL. <br />Tables for Excavations and Embankments. <br />DISTANCES FROM CENTER OF ROADWAY FOR CROSS-SECTIONING. <br />ROADWAY I$ FEET WIDE. SIDE SLOPE6 Y TO 1. <br />FOR SINGLE TRACE EXCAVATION. <br />•' Copyr20ht, 1896, by KeuBeZ & Esser 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 11.0 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 12.6 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 />5 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 15.4 15.5 15.6 15.7 15.8 15.9 6 <br />7 16.0 16.1 16.2 16.3 16.4 16.5 16.6 16.7 16.8 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 21.5 21.6 21.7 21.8 21.9 12 <br />13 22.0 22.1 22.2 22.3 22.4 22.5 22.6 22.7 22.8 22.9 13 <br />14 23.0 23.1. 23.2 23.3 23.4 23.5 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 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 27.3 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 23.6 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 30.1 30.2 30.3 30.4 30.5 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 33.5 33.6 33.7 33.8 33.9 24 <br />25 34.0 34.1 34.2 34.3 34.4 34.5 34.6 34.7 34.8 34.9 25 <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 3Ci.1 36.2 36.3 36.4 3~i.5 36.6 36.7 36.8 35.9 27 <br />28 37.0 37.1 37.2 37.3 37.4 37.5 37.6 37.7 37.8 37.9 28 <br />29 38.0 38.1 38.2 38.3 38.4- 38.5 38.6 38.7 '8.8 38.9 29 <br />30 39.0 39.1 39.2 39.3 39.4 39.5 39.F 39.7 139.8 39.9 3(! <br />31 40.0 40.1 40.2 40.3 40.4 40.5 40.6 40.'i 40.$ 40.9 3 i <br />32 41.0 41.1 41.2 41.3 41.4 41.5 41.6 41.7 41.8 ~ 1.9 32 <br />33 42.0 42.1 42.2 42.3 42.4 42.5 42.6 42.7 42.8 42. ° 33 <br />34 43.0 43.1 43.2 S" ° _ 43.7 43.8 ,43.9 ~ 34 <br />35 44.0 44.1 44.2 ~ 44.7 44.8 44.9 ~ 3ta <br />36 45.0 45.1 45.2 ~ ~ ~ ~ 45.7 45.8 45si 36 <br />FpR KEITN•8 <br /> <br />,, <br />~~ <br />a~ <br />'~i <br />~:° <br />~~a <br />:;I; <br />~' <br />~k <br />~~ ~'i_! I <br />(;, <br />~G ~~ . 1 <br />~ ~ ~~ ~ I <br />~;--i <br />9 _ ~ <br />i <br />~,,, _ ~~ <br />r <br />t i-I <br />4~ , <br />~~ ,7--~ <br />r. <br />'' aI <br />~_ <br />1 <br />~rl-i <br />..,l 'sj- <br />,I ~ <br />~ ~ ,~~ <br />i <br />~ v `~ Soc. C. E. <br />CURVE Tl1Cr' ~ `CND 0/ BOOK. ~ ~..'J~~h. <br />ak ~ <br />