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RETURN TO <br /> I <br /> COUNTY SURVEYOR'S OFFICE D1sT� REruAN ,�F � Ar FOR <br /> 05 S. SUTTER STREET ,pp�� <br /> ^ICT?N GALIFORMN 105 S. SUTTERISTREET <br /> E <br /> Roadwpy fk �`{{� <br /> i�de. tj 1 on 1 . <br /> R <., <br /> For Single"track Embankment. <br /> • ✓ H 0 .1= .2 1 .3 1 Ar 1 .5 .6 H <br /> 0 8.0 8.2 8.3 8.5 8.6 8.8 8.9 9.1 9.2 9.4 0 <br /> 1 9.5 9.7 9.8 10.0 .10.1 10.3 10.4 10.8 10.7 10.9 1 <br /> 2 11.0 11.2 11.3 11.5 11:8 11.8 11.9 12.1 12.2 12.4 2 <br /> �a/ 3 12.5 12.7 12.8 13.0 13.1 13.3 13.4 13.6 13.7 13.9 3 <br /> ✓. Gv 4 14.0 14.2 14.3 14.5 14.6 14.8 14.9 15.1 15.2 15.4 4 <br /> 5 15.5 15.7 15.8 16.0 16.1 16,3 16.4 16.6 16.7 16.9 5 <br /> 6 17.0 17.2 17.3 17.5 17.6 17.8 17.9 18.1 18.2 18.4 6 <br /> 7 18.5 18.7 18.8 19.0 19.1 19.3 19.4 19.6 19.7 19.9 7 <br /> 8 20.0 20.2 20.3 20.5 20.6 20.8 20.9 21.1 21.2 21.4 8 <br /> 9 21.5 .21.7 21.8 22.0 22.1 22.3 22.4 22.6 22.7 22.9 9 <br /> 10 23.0 23.2 23.3 23.5 23.6 23.8 23.9 24.1 24.2 '24.4 10 <br /> 11 24.5 24.7 24.8 25.0 25.1 25.3 25.4 25.6 26:7 25.9 11 <br /> ' 12 26.0 26.2 26.3 26.5 26.6 26.8 26.9 27.1 272 27.4 12 <br /> 13 27.5 27.7 27.8 28.0 28.1 28.3 28.4 28.6 28.7 28.9 13 <br /> 14 29.0 29.2 29.3 29.5 29.6 29.8 29.9 30.1 30.2 30.4 14 <br /> 7¢ ►� ��'.r�`" r Cp j --o 15 30.5 30.7 30.8 31.0 31.1 31.3 31.4 31.6 31.7 31.9 15 . <br /> 16 32.0 32.2 32.3 32.5 32.6 32.8 32.9 33.1 33.2 33.4 16 <br /> 17 33.5 33.7 33.8 34.0 34.1 S4.3 34.4 34.6 34.7 34.9 17 <br /> 9p .18 35.0 35.2 35.3 35.5 35.6 35.8 35.9 36.1 36.2 36.4 18 <br /> 19 36.5 36.7 36.8 37.0 37.1 37.3 37.4 37.6 37.7 37.9 19` <br /> 20 38.0 38.2 38.3 38.5 38.6 38.8 38.9 39.1 39.2 39.4 20 <br /> 77 �� 21 39.5 39.7 39:8 40.0 40.1 40.3 40.4 40.6 40.7 40.9 21 <br /> 22 41.0 41.2 41.3 41.5 41.6 41.8 41.9 42.1 42.2 42.4 22 <br /> n 23 42.5 42.7 42.8 43.0 43.1 43.3 43.4 43,.6 43.7 43.9 23 <br /> 25 45.5 45.7 45.8 46.0 461 46.3 46.4 46.6 46.7 46.9 25 <br /> 26 47.0 47.2 47.3 47.5 47.6 47.8 47.9 48.1 48.2 48.4 26 <br /> 27 48.5 48.7 48.8 49.0 49.1 49.3 49.4 49.6 49.7 49.9 27 <br /> �- 28 50.0 50.2 50.3 50.5 50.6 50.8 50.9 51.1 51.2' 51.4 28 <br /> ' 29 51.5 51.7 51.8 52.0 52.1 52.3 52.4 52.6 52.7 52.9 29 <br /> 30 53.0 53.2 53.3 53.5 53.6 53.8 53.9 54.1 54.2 54.4 30 <br /> 31 54.5 64.7 54.8 56.0 55.1 56.3 55.4 55.6 55.7 55.9 31 <br /> 32 56.0 56.2 56.3 56.5 56.6 56.8 56.9 57.1 57.2 57.4 32 <br /> 33 57.5 57.7 57.8 58.0 58.1 58.3 58.4 58.6 58.7 58.9 33 <br /> �i 34 59.0 59.2 59.3 59.5 59.6 59.8 59.9 60.1 60.2 60.4 34 <br /> 35 60.5 60.7 60.8 61.0 61.1 61.3 61.4 61.6 61.7 61.9 35 <br /> 36 62.0 62.2 62.3 62.5 62.6 62.8 62.9 63.1 63.2 63.4 36 <br /> 37 63.5 63.7 63.8 64.0 64.1 64.3 64.4 64.6 64.7 64.9 37 <br /> 38 65.0 165.2 65.3 65.5 6Q5.6 65.8 65.9 66.1 66.2 66.4 38 <br /> y 39 66.45 66.7 66.8 67.01L °�' - 40 68.0 68.2 68.3 68.5' 8 .6 68.8 68.9 691 69.2 69.4' 40 <br /> Example-If point is 22.6 ft.above grade,bow far should it be from center lino to <br /> be a slope stake point? Ana.from Table 41.9. For same slopes but other widths of <br /> roadbed correct above figures by one-half difference in width of roadbed;thus in ezainple <br /> above for 20 ft.roadbed distance will be 41.9+(2G-16)+2 or 2 ft.added to 41.9=43.9. <br /> For slopes of 1 on 1 see inside of front cover. <br /> Made is Germany. <br /> i <br />