Laserfiche WebLink
KEUFFEL & ESSER CO. <br /> DRAWING MATERIALSSUNT RETURN TO <br /> ANDSURVEYING INSTRUMENTS. Y SURVEYORPS OFFICE <br /> f ICA <br /> NEW YORK. <br /> CHICAGO. ST. LOUIS.' SAN FRANCISCO. MONTREAL. � � <br /> TABLES FOR EXCAVATIONS AND EMBANKMENTS. Z <br /> DISTANCES FROM CENTER OF ROADWAY FOR CROSS-SECTIONING. ,/ y <br /> •_ ROADWAY.18 FEET WIDE. SME SEoPEe 1 T5 1, J 2.�� L- <br /> F4E SDieGB TRACK ExcevATloN. RETURN TO <br /> `R by K,g.=.t x"w m- � �� vCOUNTY SURVEYOR'S OFFICE <br /> s <br /> 0 1 2 I 3 4 6 s 7 .8 .9 I . ., STOCKTON - CALIFORNIA <br /> ` Oi 9.0' 9.1 9.2 9.3 A.4 9.6 9.6 9.7 9.8 9.9 0 j <br /> .__. <br /> 1' <br /> 10.0 10.1 10.2 10.3 10.4 10.5 10.6 10.7 10.8 10.9 1 <br /> '� 11.0 11.1 112 11.3 11.4 11.5 11.6 11.7 11.8 11.9 2 <br /> 8 12.0 12.1 12.2 12.3 12.4 12.6 12.6 12.7 12.8 12.9 3 =- <br /> :."# 13.0 18.1 13.2 13.3 13.4 13.6 13.6 13.7 13.8 18.9 4 -� f <br /> K. 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 1'5.7 16.8 16.96 . r <br /> 7 18.0 16.1, 16.2 16.3 16.4 16.5 16.6 16.7 16.8 16.97 <br /> 17.0 17.1 17.2 17.3 17.4 17.5 17.6 17.7 17.8 17.9 8 <br /> 1&0 18.1 18.2 18.3 18.4 18.5 18.6 18.7 18.8 18.9 9 III <br /> 19 1.9.0, 19.1 19.2 19.3 19.4 19.5 19.6 19.7 19.8 19.9 10 <br /> 111 20.0 20.1' 20.2 20.3 20.4 20.5 20.6 20.7 20.8 20.9 11 y <br /> 28. 21.0 21.1 21.2 21.3 21.4 21.5 21.6 21.7 21.8 21.9 12 <br /> 8 2'10 22.1 22.2 22.3 22.4 22.5 22.6 22.7 22.8 22.9 13 <br /> 14 28.0 28.1 23.2 23.3 23A 23.5 23.6 23.7 23.8 23.9 14 <br /> 18 240 24.1 24.2 24.3 24.4 24.5 '24.6 24.7 24.8 24.9 15 <br /> I4 25,0 25.1 25.2 25.3 26.4 25.5 25.6 25.7 25.8 26.9 16 <br /> 1T$T 26.0 26.1 26.2 26.3 26.4 26.6 26.6 26.7 26.8 26.9 17 <br /> 27.0 27.1 27.2 27.3 27.4 27.5 27.6 27.7 27.8 27.9 18 <br /> it 28.0 28.1 28.2 28.3 28.4 28.5 28.6 28.7 28.8 28.9 19 <br /> 2f! 29.0 29.1 29.2 29.3 29.4 29.6 29.6 29.7. 29.8 29.9 20 <br /> 21 80.0 80.1 30.2 30.3 30.4 30.6 30.6: 80.7 30.8 30.9 21 <br /> 29 81.0 81.1 31.2 31.3 31A 31.5 31.6 81.7 31,8 31.9 22 <br /> 28 82,0 $2.1 32.2 32.4 82.4 32.5 32.6 32.7 32.8 32.9 23 <br /> A 88.0 '83.1 33.2 83.3 33.4 33.5 33.6 33,7 33.8 33.9 24 <br /> 25 84.0 84.1 34.2 34.3 34.4 34.5 31.6 84.7 34.8 34.9 25 <br /> 26 36.0 86.1 35.2 35.3 35.4 35.5 35.6 35.7 35.8 36.9 26 <br /> 27 86.0 86.1 86.2 86.3 36.4 36.5 35.6 36.7 36.8 36.9 27 <br /> 28 87.0 87.1 87.2 87.3 37.4 37.6 37.6 37.7 37.8 37.9 28 <br /> 29 88.0 8&1 38.2 38.3 38.4 38.5 38.6 38.7 38.8 38.9 29 <br /> 30 59.0 39.1 89.2 -39.3 39.4 39.6 39.6 39.7 39.8 39.9 30 <br /> Al 40.0 40.1 40.2 40.3 40.4 40.5 40.6 40.7 40.8 40.9 31 <br /> 82 41.0 41.1 41.2 41.3. 41.4 41.5 41.6 41.7 41.8 41.9 32 <br /> 88 42.0 42.1 42.2 42.3- 42.4 42.6 42.6 42.7 42.8 42.9 33 <br /> 84 43.0 48.1 49.2 44.3 43.4 43.5 43.6 43.7 43.8 43.9 34 <br /> 85 44.0 441 442 44.3 44.4 44.5 44.6 44.7 44.4 44.9 36 a <br /> 86 45,0 45.1 45.2 45.3 45.4 45.6 46.6 45.7 45.8 45.9 '36 <br /> 77 <br /> Calculated by Julien A Hall M.Am.Soc,C.E. <br /> For Keith's Railroad Curve Tabels see end of book. <br /> • <br /> 1 <br />