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RETURN TO <br /> A . COUNTY 6MEYOn OFFICE RETURN TO <br /> COUNTY SURVEYOR'S OFFICE <br /> rx Co. 1VrRErr <br /> '. DRAWING MATEJUALS, MATT-MMATICAL and T <br /> SURVEYING INSTRUMENTS S OCKTON - CALIFt7Rh1A <br /> CNC140 New York 'San Franciscq New Orleans Pittsburg Toronto <br /> r Diat6nce�s from Ce of Roadway for Gass-Sectioning <br /> Roadway 16 foot wide. Side Slopes 1 on 1. t <br /> n *t For Single Trackr Embankment. <br /> H 0 ':1' .2 .3 .4 .5 1 .6 .7 1 .8 9 111 <br /> a � <br /> ae 0 8. 8.1. 8.2 S.3 8.4 8.5 8.6 8.7 8.8 .9 <br /> 1 "9.0 91.1° 9.2 9.3 9.4 9.5 9.6 9.7 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 / <br /> a3;11 A 11.1 11:2 11.3 11.4 11.5 11.6 11.7 11.8 11.9 3 <br /> # 4 12.0 `12.1 12.2 12.3 12.4 12.5 12.6 12.7 12.8 12.9 4 f Z <br /> ,0 13.1 13.2 13.3 13.4 13.5 13.6 13.7 18.8 13.9 5 <br /> 14.0 14.1 14.2 14.3. 14.4 14.5 14.6, 14.7 14.8 14.9 6 <br /> 4; 15.0 15.1 15.2 15.3 15.4 15.5 15.6 15.7 15.8 15.9 7 <br /> aS' '16.0 16.1 16.2. 16.3 16.4 16.5 16.6 16.7 16.8 16.9 8 4ir <br /> 17.0 17.1 17.2 17.3 17.4 17.5 17.6 17.7 17.8 17.9 9 <br /> 10 19.0 18:1 18.2 18.3 18.4 18.5 18.6 181 18.8 18.9 10 --- <br /> 11 19.0 19.1 19.2 19.3 19.4 19.5 19.6 19.7 19.8 19.9 11 <br /> 1?r <br /> 20.0 20.1 20.2 20.3 20.4 730.5 20.6. 20.7 20.8 20.9 12 p <br /> 13 21.0 21.1 21.2 21.3 21.4 21.5 21.6 21.7; 21.8. 21.9 133 <br /> 14 _22.0 22.1 22.2 22.3 22.4 22,5 22.6 22,7 22.8 22.9 14 <br /> 15' 3.0 23.1 23.2 23.3 23.4 23.5 23.2 23.7 23.8 23.9 15 <br /> 16 94.9 24.1 24.2 24.3 24.4 24.5 24.6 24.7 24.8 24.9 16 <br /> 17 25.0 25.1 25.2 25.3 25.4 25.5 25.6 25.7 25.8 25.9 17 <br /> 18 26.0 26.1 26.2 26.3 26.4 26.5 26.6 26.7 26.8 28.9 18 <br /> 19 27.0 27.1 27.2 27.3 27.4 27.5 27.6 27.7 27.8 27.9 19 <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 <br /> 22 `30.0 30.1 30.2 30.3 30.4 30.5 30.6 30.7 30.8 30.9 22 <br /> M A1.0 31.1 81.2 81.3 31.4 31.5 31.6 31.7 31.8 31.9 23 <br /> tic 32.0 32.1 32.2 32.3 32.4 32.5 32.6 32.7 32.8 32.9 124 <br /> 25 33.0 83.1 33.2 33.3 33.4 33.5 33.6 33.7 33.8 33.9 25 U <br /> 22 X4.0 $4.1 34.2 34.3 34.4 34.5 34.6 34.7 34.8 34.9 26 <br /> 27 35.0 35.1 35.2 35.3 35.4 35.5 35.6 35.7 35.8 35.9 27 , I <br /> 28 86,0 86.1 36.2 36.3. 36.4 36.5 36.6 .36.7 36.8 3&9 28 3 <br /> 2--- <br /> 29, 37.0 37.1 37.2 37.3 37.4 37.5 87.6 37.7 37.8 37.9 29 ,7 S <br /> 30 38,0 38.1 38.2 88.3 38.4 38.5 38.6 38.7 38.8 38.9 30 ff <br /> 31' '30.0 39.1 39.2 89.3 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 40.8 40.9 32 <br /> 38: 1.0 41.1 41.2 41.3 41.4 41.5 41.6 41.7 41.8 41.9 33 <br /> 34 42.0 42.1 42.2 42.3 42.4 42.5 42.6 42.7 42.8 42.9 34 <br /> 35 43.0 48.1 43.2 43.3 43.4 43.5 43.6 43.7 4e.8 43.9 35 -' <br /> 86 94.0 "A 44.2 44.3 "A 44.5 "A 44.7 ".8 44.9 36 <br /> t 37L46.0 <br /> .0 45.1 45.2 45.3 45.4 45.5 45.6 45.7 45.8 45.9 37 <br /> 88 46.1 46.2 46.3 46.4 46.5 46.6 46.7 46.8 46.9 383p .0 47.1 47.2 47.3 47.4 47.5 47.6 47,7 47.8 47.9 39 S !49 .0 48.1 48.2 48.3 1 48.4 1 48.5 1 48.6 1 48.7 48.8 48.9 40 <br /> 6 <br /> $sttnpl•-If point is 22.6 ft.above a$�,how far should it be from center line 1,3 t O RETURN TO <br /> to b4"�i elope stake ppoint?. Ane:,'ffbnd Tahloo$0:6. For same elopes but other widths <br /> of roadbed.correct abuve figures by one-half difference fn width of roadbed;thus in ,O U NTY SURVEYORS OFFICE <br /> app Is above,for 20 ft.roadbed distance will be 80.8+(20-16)+2 or 2 ft.added to > <br /> • •� For slopes of 1 on 1 Sri see inside of bark cover. ^- F R ^!. MM <br /> ».., f4 _ <br /> (^u + ji, .f4,br Eugv ne TNetageu Co. <br /> ST04KPN - CALIFORN A / �- <br /> i <br /> v <br /> JIM -- <br />