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� 3 <br /> RETU'.`N 10 <br /> �,,,GiNTY SURVEYOR'S OFFICE <br /> 105 S. SUTTER STREET <br /> STOCKTON - CALIFORNIA <br /> DIBTANCE FEOY C9MTE8 OF ROADWAY FOR CROSS-SECTIONING. <br /> ROADWAY 14 rear wroa. &os&MM iy.To L <br /> FOR:Swam T&Am Euwgm 1T. <br /> o� 11 q C.o r <br /> I 1 11 0 .1 .2 .3 .4 .5 .6 .7 <br /> c j <br /> p <br /> 0 7,0 7.2 7.3 7.5 7.8 7.8 7.9 8.1 8.2 8.4 0 <br /> 1 8.5 8.7 8.8 9A 9.1 9.3 9.4 9.8 9.7 9.9 1 <br /> `a 2 19.0 10,2 10.5 <br /> 10.6 10.6 10.8 20.9 11,1. 11.2 11.4 2 <br /> ° '� 1 c0Y 3 11.5 11.7 11.8 12.0 12.1 12.3 12.4 12.6 12.7 12.9 3 <br /> 2 -4,4"5 BM1•R4 ` 4 18.0 13.2 13.3 13.6 13.6 13.8 13.9 14.1 14.2 14.4 4 <br /> 6 14.5 14.7 248 15.0 16.1 15.3 15.4 15.6 15.7 15.9 6 <br /> 1 ro ti 6 16.0 16.2 16.3' 16.5 16.6 16.8 16.9 17.1 17.2 17.4 6 <br /> 7 17.6 17.7 17.8 18.0 10.1 18.3 18.4 18.6 18.7 18.9 7 <br /> c` s 8 19.0 19.2 19.3 19.5 19.6 19.8 19.9 20.1 20.2 204 8 <br /> } 4'7 s p 4 9 20.5 20.7 20,8 21.0 21.1 21.3 21.4 21.6 21.7 21.9 g <br /> 10 22.0, 22.2 92 22.5 '22.6 22.8 22.9 23.1 23.2 23.4 It# <br /> 11 23.$ 28.7 231 ¢¢QQ 1 24.3 2444 24.6 24.7 24.9 11 <br /> 12 25.0 25.2 25,3 26f5 2b.8 25.9 26.1 26.2 26.4 12 <br /> 13 26.6 26.7 26.8 X7.0 3 27.4 27.8 27.7 27.9 18 <br /> ,< 14 28.0 28.2 �B !� `18.9 29.1 29.2 29.4 14 <br /> p F ~" 15 29.5 29.7 29. 1. 30.4 30.6 30.7 30.9 15 <br /> ,.. , 3 Q �-a Q 16 31.0 81,2 31.3 $1.9 $2.1 32.2 32.4 1t <br /> J 17 32.6 32.7 32.8 83. .6 33.7 33.9 1 <br /> C r 18 34.0 34.2 34.8 34.b 4 .1 35.2 85.4 18 <br /> s 19 86.5 85.7 35.8 36.0 3d.1 ,�,$ 4 8 38.7 36.9 9 <br /> / 49 37.0 87.2 8'x.3 37.5 37.6 3 t'9� - 7.9 38.1 38.2 38.4 <br /> 21, 38.5 88.7 38.8. 89.0 39.1 39.3 9.4 39.6 39.7 39.9 21 <br /> 22 40.0 40:2 40.3 40.5 40.6 40.8 40.9 41,1 41.2 41.4 22 <br /> ' 2 i Z 23 41.5 41.7 41.8 42.0 42.1 42.3 42.4 42,6 4'2.7 42.9 38 <br /> b 5 24 43.0 48.2 43.3 48.5 43.6 43.8 43.9 44.1 44.2 44.4 24 <br /> r LA ! 7 Jx + 25 44.6 44.7 44.8 45.0 45.1 45.3 45.4 45.6 45.7 45.9 26 <br /> J 28 46.0 46.2 46.3 46.5 46.6 46.8 46.9 47.1 47.2 47A 26 <br /> 27 47.5 47.7 47.8 48.0 48.1 48.3 48.4 48.6 48.7 48.9 27 <br /> ' St. 28 49.0 49.2 49.3 49.5 49.6 49.8 49,9 50.1 50.2 50.4 36 <br /> D S 29 50.5 50.7 50.8 51.0 51.1 61.3 61.4 51.6 51.7 51.9 29 <br /> 7 30 52.0 52.2 52.3 52.5 62.6 52.8 52.9 53.1 53.2 63.4 30 <br /> ✓ I �O `p 31 53.5 58.7 53.8 54.0 54.1 64.3 64.4 54.8 54 7 64 9 31 <br /> 32 55.0 55.2 56.3 85.5 AM 56.8 55.9 56.1 58.2 56.4 92 <br /> '1 S 33 66.5 58.7 56.$ 67.0- 57.1 57.3 57.4 67.6 57.7 57.9 98 <br /> 34 ,5&0 58.2 58.3 58.5 58.6 68.8 58.9 69.1 59.2 59.4 34 <br /> Lxl "3 35 159.5 59.7 59.8 60.0 60.1 60.3 60.4 60.6 60.7 60.9 3� <br /> 61.0 61.2 61.8 61.6 61.6 61.8 62.9 62.1 62.2 62.4 311 <br /> Calculated by Julieu A. Hall,M. Am.Boo. C.E. <br /> MADR IN GBAXANY. <br /> h , <br /> • <br /> • <br /> L � � <br /> + k <br />