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OISTANaM FROM SIDS STAKES FOR CROSS-SECTIONING 161 <br /> Roadway of any width p <br /> Swe slop"1%to 1 SkIt steel a slam stake <br /> Creels i+ Cut 6:4 <br /> ba Side Stake 9 6 <br /> C..Stake <br /> ,8krpe Shke l.. <br /> is taeaee�e above:Oppodta 6 medv"Wt or FM"and tuukr.4 rad 9'6 the dist nee teem the dde • �- • <br /> ado I' dope stake at r4at Opposite 10 tmder"Cut or Fill"and under.6 rad 162,the dkb= <br /> 6om the dde ehke to the dope stake at the left. Propel of <br /> ] Return to Ce <br /> 0 .1 1 2 1 .3 1 .4 1 .5 1 .6 .7 .8 . .9 85 t <br /> Distance out from Side or Shoulder Stake w Highway Department <br /> 0 0.0 0.2 0.3 0.5 0.6 0.8 0.9 1.1 1.2 1.4 0 <br /> 1 1.5 1.7 1.8 20 2.1 2.3 2.4 2.6 2.7 2.9 1 <br /> 2 3.0 32 3.3 3.5 3.6 3.8 3.9 4.1 4.2 '4.4 2 0 _ 0 <br /> 4.5 4.7 4.8 54. 5.1 5.3 5.4 5.6 5.7 5.9 3 <br /> 6A 6.2 6.3 6.5 6.6 6.8 6.9 7.1 7.2 7.4 4 <br /> 5 7.5 7,7 7.8 8.0 8.1 8.3 8.4 8.6 8.7 8.9 5 Address <br /> 6: 9.0 9.2 9.3 9.5 9.6 9.8 9.9 10.1 10.2 10.4 6 <br /> 7 10.5 10.7 10.8 11.0 11.1 11.3 I1.4 11.6 11.7 11.9 7 County Surveyor's Office <br /> 8 12.0 122 12.3 12.5 12.6 12.8 12.9 13.1 13.2 13.4 8 P. 0. BQX 1810 <br /> 9 13.5 13.7 13.8 14.0 14.1 14.3 14.4 14.6 14.7 14.9 9 Stockton, <br /> .California <br /> 15.0 152 15.3 15.5 15.6 15.8 15.9 16.1 .16.2 16.4 10 .California <br /> 11 16.5 16.7 16.8 17.0 17.1 17.3 17.4 17.6 17.7 17.9 11 <br /> 12 18.0 182 18.3 18.5 18.6 18.8 18.9 19.1 19.2 19.4 12 ' <br /> 3 19.5 19.7 19.8 20.0 20.1 20.3 20A 20.6 20.7 20.9 13 <br /> 214 212 21.3 21.5 21.6 21.8 21.9 22.1 22.2 22.4 14 <br /> 5 22.5 22.7 22.8 23.0 23.1 23.3 23.4 23.6 23.7 23.9 15 Phone <br /> 1$ 24.0 242 24.3 24.5 24.6 24.8 24.9 25.1 25.2 25.4 16 <br /> 17 25.5 25.7 25.8 26.0 26.1 26.3 26.4 26.6 26.7 26.9 17 g <br /> 18 274 27.2 27.3 27.5 27.6 27.8 27.9 28.1 28.2 28.4 18 <br /> 19 28.5 28.7 28.8 29.0 29.1 29.3 29.4 29.6 29.7 29.9 19 q 0 'o /9 <br /> .;. 20 304 302 30.3 30.5 30.6 30.8 30.9 31.1 31.2 31.4 20 (b ,� <br /> 21 31.5 31.7 31.8 32.0 32.1 32.3 32.4 32.6 32.7 32.9 21 ' <br /> 22 33A 33.2 33.3 33.5 33.6 33.8 33.9 34.1 34.2 34.4 22 / 7 9 s"9 6 0 r? l <br /> 23 34.5 34.7 34.8 35.0 35.1 35.3 35.4 35.6 35.7 35.9 23, S Y.5- <br /> 24 36.0 362 36.3 36.5 36.6 36.8 36.9 37.1 37.2 37.4 24 <br /> ;q 25 37.5 37.7 37.8 38.0 38.1 38.3 38.4 38.6 38.7 38.9 25 <br /> 26 39.0 39.2 39.3 39.5 39.6 39.8 39.9 40.1 40.2 40.4 26 / ? 9 a 5,q. ¢ <br /> 27 40.5 40.7 40.8 41.0 41.1 41.3 41.4 41.6 41.7 41.9 27 <br /> 28 42.0 422 42.3 42.5 42.6 42.8 42.9 43.1 43.2 43.4 28 9-6 <br /> 29 43.5 43.7 43.8 44.0 44.1 44.3 44.4 44.6 44.7 44.9 29 � _______- <br /> 30 45.0 45.2 45.3 45.5 45.6 45.8 45.9 46.1 46.2 46.4 30 <br /> 31 46.5 46.7 46.8 47.0 47.1 47.3 47.4 47.6 47.7 47.9 31 '33 1 'o <br /> 32 48A 482 48.3 48.5 48.6 48.8 48.9 49.1 49.2 49.4 32 This Field Book is manufactured of a High <br /> 33 49.5 49.7 49.8 50.0 50.1 50.3 50.4 50.6 50.7 50.9 33 Grade 100% Ra Pa Having a WATER <br /> 34 51.0 51.2 51.3 51.5 51.6 51.8 51.9 52.1 52.2 52.4 34 g Per g <br /> 35 52.5 52.7 52.8 53A 53.1 53.3 53.4 53.6 53.7 53.9 35 RESISTING SURFACE, and is sewed with <br /> 36 544 54.2 54.3 54.5 54A 54.8 54.9 55.1 55.2 55.4 36 <br /> 37 55.5 55.7 55.8 56.0 56.1 56.3 56.4 56.6 56.7 56.9 37 RUST PROOF wire. <br /> 38 574 57.2 57.3 57.5 57.6 57.8 57.9 58.1 58.2 58.4 38 <br /> 39 56A 58.7 58.8 59.0 59.1 ,59.3 59.4 59.6 59.7 59.9 39 i Made In u.S.A. <br /> 40 60A 60.2 60.3 60.5 60.6 60.8 1 <br /> ''60.9 61.1 612 61.4 40 <br /> �4mom MOUGM crt <br /> • y <br />