Laserfiche WebLink
d w <br /> COUNTY SURVEYOWS OFFICE <br /> 'KEUFF�E.L.& ESSER CO. <br /> DRAWINGAND MATERIALS STOCKTON - CALIFORNIA � <br /> SURVEYING INSTRUMENTS, <br /> NEW YORK. '', `� �+:YO+�rS OFFICE <br /> 'C14ICAGO. ST. LOUIS. SAN FRANCISCO. MONTREAL. <br /> STOCKTON - CALIFORNIA <br /> TABLES.FOR EXCAVATIONS AND EMBANKMENTS. <br /> DISTANCES FROM CENTER OF ROADWAY FOR CROSS-SECTIONING. 1� _ 9 4 ( <br /> ROADWAT 18 FEET WIDE. SIDE SLOPES 1 TO 1. <br /> FOR SIxaLE TRACK EXCAVATION. 11 <br /> 110.p gghA,1895,by Ca"' <br /> 0 1 2 8 4 5 6 78 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 ' 100 10.1 10.2 103 10.4 10.5 10.6 10.7 10.8 1Q9 1 <br /> 2 11.0 11.1 11.2 11.3 11.4 11.5 11.6 11.7 11.8 122.9 2 � COUNTY SURVEYORS OFFICE <br /> RETURN TO <br /> 8' 120 :12.1 12;2 12.8 12.4 12.5 12.6 12.7 12.8 . 12.9 3 { � Y r <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 x,14.1 14.2 14.8 14.4 14.5 14.6 14.7 148 14x9 6 <br /> 6 15.0 11. 15.2 . 15.3 15.4 15.6 16.6 16.7 16.8 1K 6 <br /> 7' 16.0 12{.1^ 16.2 16.3 16.4 • 16.5 16.6 16.7 10.8 16.9 7 STOCKTON - CALIFORNIA <br /> 8 17.0 17.1 17.2 17.3 17.4 17.5 17.6 17.7 17.8 17.9- - 8 - s <br /> 9 18.0 18.1 18.2 18.3 18.4 18.5 18.6 18.7 18.8 18.9 9 -'77 .2- <br /> 10 . 19.0 19.1 19.2 19.3 19.4 19.5 19.6 10.7 19.8 19.9 10 G� <br /> 11 20.0 20.1 20.2 20.3 20.4 20.5 20.6 20.7 20.8 20.9 11 f 7 <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 22.5 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 16 <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 26.6 26.6 26.7 26.8 26.9 17 <br /> 18 27.0.27.0. 27.1 27.2 27.3 27A 27.5 27.6 27.7 27.8 27.9 18 <br /> 19 28.0 .2R.1 28.2 28.8 .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 29.6 2q.6 <br /> 29.7 29.8 29.9 20 <br /> 21 30.0 .30.1 30.2 30.3 30.4 30.5 80.6 30,7 30.8 30.9 21 <br /> 22 31.0 81.1 31.2 31.3 31.4 31.5 •31.6 31.7 31,.8 31.9 22 <br /> 23 32.0 82.1 32.2 32.3 32A 32.5 32.6 32.7 32.8 32.9 23 <br /> 24 33.0 33.1 33.2 33.3 33A 33.5 33.6 33.7 33.8 33.9 24 <br /> 25 34.0 34.1 34.2 34.3 34A 34.5 31.6 34,7 34.8, 84.9 25 <br /> 26 35.0 85.1 35.2 35.3 35.4 35.5 35.6 36.7 35.8 35.9 26 <br /> 27 36.0 86.1 $6.2 36.3 36.4 36.5 35.6 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 37.9 28 . <br /> 29 38.0 88.1 38.2 38.3 88.4 38.5 38.6 38.7 38.8 38,9 29 <br /> 80 39.0 89.1 39.2 39.3 39.4 39.5 39.6 39.7 39.8 39.9 30 <br /> 81 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 /> 34 43.0 43.1 43.2 4.3.3 43.4 43.5 43.6 43.7 43.8 43.9 34 <br /> 86 44.0 441 442 44.3. 44.4 44.5 44.6 44.7 4.1.8 44.9 35 <br /> 86;r,4a0 45.1 1 45,0 45.3 45.4 45.6 1 45.6 1 45.7 15.8 46.9 36 � <br /> Calculated by Julien A.Hall,M.An.Sec.C.E. <br /> For Keith's Ra4road Curve T�bels see end of book. <br /> • <br /> s <br /> • <br />