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EUGENE DIETZGEN CO. r, ' �' e <br /> RETURN TO <br /> DRAWING MATERIALS, MATHEMATICAL andJ O <br /> SURVEYING INSTRUMENTS U NTY SURVEYOR'S O'F F CE . <br /> Ctiie$g�`'li'ew`York--!lien Frane a. New Orleans Pittsburg Joronto -C4 .w0"' flss s/fs�i sf' <br /> --`:: Distariceb <br /> from Center of Roadway for Cross-Sectioning STOCKTON CALIFORNIA <br /> Roadway 16 feet wide. Side Slopes 1 on 1. 4 <br /> For Single Track Embankment. <br /> H. 0 I .1 .2 .3 1 .4 .5 .6 I .7 .8 .9 , H' 2JU2 <br /> 7d3 . ,. <br /> 8. 1. 8.'L 8.3 8.4 8.5 8.6 8.7 , 8.8 8;9 0 f1ELjDA300K / <br /> "i 1 9.8 9 i 9:2 9.3 9.4 9.5 9.6 0.1 9.8 9.9 1 <br /> 2 10,0 10.1 10.2 10.3 10.4 10.5 10.6 10.7 10.8 10.9 2 J _ <br /> 3 .11.0 11.1 11.2 11.3 11.4 11.5 11.6 11.7 11.8 11.9 3 <br /> A 12.0 12,1 12.2 12.3 12.4 12.5 12.6 12.7 12.8 12.9 4 / <br /> 5- 13:0 13.1 13.2 13.3 13.4 13.5 13.6 13.7 13.8 13.9 5 <br /> 6 14.0 .14.1 14.2 14.3 14.4 14.5 14.6 14.70 14.8 14.9 6 <br /> 'r*' 15.0 15.1 15.2 15.3 15.4 15.5 15.6 15.7 15.8 15.9 71Z (� <br /> 16.0 16.1 16.2 ,16.3 16.4 16.5 16.6 16.7 16.8 16.9 • 8 <br /> 9 17,0 17.1 17.2 17.3 17:4 17.5 17.6 17.7 17.8 17.9 9 <br /> 1 18.0 18.1 18.2 18.3 18.4 18.5 18.6 18.7 18,8. 18:9 10 <br /> b <br /> 19.0 19,1 19.2 19.3 19.4 19.5 19.6 19.7 19.8 19.9 11 `x;. <br /> 12 20.0 20.1 20.2 20.3 20.4 20.5 20.6 20.7 20.8 20:9 12 <br /> 13 21.0 '21,1 21.2 21.3 21.4 21.5 21.6 21,7 21.8 21.9 13 <br /> 14 22.0 22.1 22.2 22.3 22.4 22.5 22.6 22.7 22.& 22.9 14 �xx <br /> 15 23.0 23;1 23.2 23.3 23.4 23.5 23.6 237 23.8 239 15 <br /> 16 24.0 .24.1 24.2 24.3 24.4 24.5 24.6 24.7 24.6 249 16 <br /> 17 125.0 25.1 25.2 25.3 25.4 25.5 25.6 25.7 25.8 25.9 17 Z C� v <br /> 18. 26.0 26.1 26.2 26.3 26.4 26.5 26.6 26.7 26.8 26.9 18 <br /> 19. 27.0 27.1 27.2 27.3 27.4 27.5 27.6 27.7 27.8 27.9 19 2 p <br /> 20 28.0 28.1 28.2 28.3 28.4 28.5 28.6 28.7 28.8 28.9 20 <br /> ,21 29.0 29.1 29.2 29.3 29.4 29.5 29.6 29.7 29.8 29.9 21 L7 <br /> 22•` 30.0 30.1 30.2 30.3 30.4 30.5 30.6 30.7 30.8 30.9 22 -- fZ : <br /> 23, 31.0 31.1 31.2 31.3 31.4 31.5 31.6 31.7 318 61.9 23 �/ r <br /> 24 33;0 32.1 32.2 32.3 32.4 32.5 32.6 32.7 32.8 32.9 24 { sz <br /> 25 33.0 33.1 33.2 33.3 33.4 33.5 33.6 33.7 33.8 33'.9 25. <br /> 26 34,0 34.1 34.2 34.3 34.4. 34.5 34.6 34.7 34.8 34.9 26 �i G U <br /> 28 36.0 36.1 36.2 36.3 36.4 36.5 36.6 36.7 36.8 36:9 28 ZJ v 2pp3 ;2 S- <br /> 29 37.0 37.1 37.2 37.3 37.4 37.5 37.6 37.7 37.8 37.9 29 Z z 3 7 p• -�- y 2 3 <br /> 80 .38.0 38.1 38.2 38.3 38.4 38.5 38.6 38.7 3h.8 38.9 30 <br /> 81 39.0 39.1 39.2 39.3 39.4 39.5 39.6 39.7 39.8 39.9 31 <br /> 32 40.0 40.1 40.2 40.3 40.4 40.5 40.6 40.7 40S 40.9; 32 <br /> 83 41,0 AM 41.,2 41.3 41.4 41.5 41.6 41.7 41.8 41.9 33 <br /> 184 42.0: 42.1 42,2 1423 42.4 42.5 42.6 42.7' 42.8 42.9 34 <br /> 85 43:0 43.1 43.2 43.3 43.4 43.5 43.6 43.7 43.8 434 35 <br /> 36 144.0 441 44.2 '44.3 44.4 44.5 44.6 44,7 44,gg 44.9 36 <br /> 37 45.0 .451 46 45.4 45.5 49.6 45.7 45.$ 45.9' 37 :3 <br /> 46'.0, 461.196 461 46.4 46.5 48.21 46,7. 46.8 46.98 38 <br /> l7. 4T: 47.3 ;47.4 47.5 47:6' 47.7 147.9 47,9 39 <br /> 40 :. 48.1 0 118.3 6 4 48.5 45. 48:7 ,48:8 4%9 <br /> It pkat i1rII$.6 it.above��rr s,hove tac i6 be from Outer tine <br /> to atakc Ana from Tab10 0.8. Pbr samefopee but other Vidthe i <br /> of , ff-01111 <br /> ans-hail d�arin a in width of roadbed-thus in <br /> ab9re• ox it, isunoewilt Asl0,B}(20--18)+Z or2ft.addedU 6X32 8 8'or Nlogess;inside of back cover. <br /> a <br />