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RETURN TO 1 I+ COUNTY SURVEYOR'S OFFICE TAPE KE STOCKTON -- CALIFORNIA { I eLOPe ' sriiKe � � CHARLES BRUNING CO. jSrw9z '/Q7 DRAFTING ROOM SUPPLIES BLUE PRINT PAPERS f SURVEYORS EQUIPMENT { C. L. BERGER& SONS SURVEYING INSTRUMENTS DISTANCES FROM SIDE STAKES FOR CROSS-SECTIONING SLOPE 1 TO 1. ROADWAY or AwT WIDTH NEW YORK DETROIT KANSAS CITY to 0 .1 .2 .8 .4 .5 .6 .7 .8 9 NEWARK CHICAGO HOUSTON 1 0 0.00 0.10 0.20 0.30 0.4p 0.50 0.60 0.70 0.80 0.90 0 BOSTON MILWAUKEE LOS ANGELES { 1 1.00 1.10 1.20 1.30 1.40 1.50 1.60 1.70 1.80 1.90 1 2 2.00 2.10 2.20 2.30 2.40 2.50 2.60 2.70 2.80 2.90 2 PITTSBURGH ST.LOUIS SAN FRANCISCO �I 48 8.00 3.10 3.20 3.80 8.40 3.50 3.60 .3.70 3.80 3.90 3 4,00 4.10 4.20 4.80 4.40 4.50 4.60 4.70 4.80 4.90 4 b 5.00 6.10 5.20 5.30 5.40 5.60 5.60 5.70 5.80 5.90 5 i' 8 6.00 6.10 8.20 8.80 8.40 6.50 6.60 6.70 6.80 6.90 6 7 7.00 7.10 7.20 7.80 7.40 7.50 7.60 T.70 7.80 7.90 7 - 8 8.00 8.10 8.20 8.30 8.40 8.50 8.60 8.70 8.80 8.90 8 99.00 9.10 9.20 9.80 9.40 9.50 9.60 9.70 9.80 9.90 9 10 10.00 10.10 10.20 10.30 10.40 10.50 10.60 10.70 10.80 10.90 10 I1 11.00 11.10 11.20 11.30 11.40 11.50 11,60 11.70 11.80 11.90 11 1212.00 12.10 12.20 12.30 12.40 12,50 12.60 12.70 12.80 12.9 18 18.00 13.10 13.20 13.30 13.40 13.60 13.60 13.70 13.8 0 12 0 18.90 18 14 14.00 14.10 14.20 14.80 14.40 14.50 14.60 14.70 14.80 14.90 14 1515.00 15.10 15.20 15.30 15.40 15.60 15.60 15.70 15.80 15.00 15 18 16.00 16.10 16.20 16.30 16.40 16.50 16.60 16.70 16.80 16.90 16 17 17.00 17.10 17.20 17.30 17.40 17.50 17.60 17.70 17.80 17.90 17 18 18.00 18.10 18.20 18.30 18.40 18.50 18.60 18.70 18.80 18.90 18 19 19.00 19.10 19.20 19.30 19.40 19.50 19.60 19.70 19.80 19.90 19 �+ 20 20.00 20.10 20.20.. 20.80 20.40 20.50 20.60 20.70 20.80 20.90 20 21 21.00 21.10 21.20 21.30 21.40 21.50 21.60 21.70 21.80 21.90 21 22 22.00 22.10 22.20 .22.30 22.40' 22.50 22.60 22.70 22.80 22.90 22 23 23.00 23.10 23.20"29.30 23.40 23.50 23.60 28.70 23.80 23.90 23 24 24.00 24.10 24.2024.30 24.40 24.50 24.60 24.70 24.80 24.90 24 25 25.00 25.10 25.20 26.30 25.40 25.50 25.60 25.70 25.80 25.90 25 28 26.00 26.10 26.20 26.30 26.40 28.50 26.60 26.70 26.80 26.90 26 4; 27 27.00 27.10 27.20 27.30 27.40 27.50 27.60 27.70 27.80 27.90 27 28 28.00 28.10 28.20 28.30. 28.40 28.50 28.60 28.70 28.80 28.90 28 29 29.00 29.10 29.20 29.30 29.40 29.502 9.60 29.70 29.80 29.90 29 - 30 80.00 80.10 80.20 30.30 30.40 30.50 80.60 80.70 30.80 30.90 30 81 81.00 81.10 31.20 81.30 31.40 31.50 81.60 31.70 31.80 31.90 81 32 82.00 32.10 82.20 32.30 32.40 32,50 82.00 32.70 31.80 32.90 32 33 33.00 33.10 83.20 33.80 33.40 33.50 83.60 88.70 33.80 33.90 83 84 84.00 84.10 84.20 34.30 34.40 84.60 84.60 84.70 34.80 34.90 84 - 35 85.00 35.10 35.20 35.30 35.40 85.50 35.60 35.70 86.80 35.90 85 - 86 W.00 96.10 36.20 36.30 86.90 36.50 36.60 36.70 86.80 86.90 38 37 37.00 87.10 37.20 37.30 37.40 87.50 87.60 37.70 87.80 87.90 37 38 38.00 88.10 38.20 38.30 38.40 88.50 38.60 88.70 38.80 88.90 38 89 39.00 39.10 39.20 39.30 39.40 89.50 39.60 89.70 39.80. 89.90 89 40 40.00 40.10 40.20 40.30 40.40 40.50 40.60 40.70 40.80 40.90 40 t, 41 41.00 41.10 41.20 41.30 41.40 41.50 41.60 41.70 41.80 41.90 41 42 42.00 42.10 42.20 42.80 42.40 42.50 42.80 42.70 42.80 42.90 42 43 43.00 43.10 43.20 48.30 43.40 43.50 43.60 43.70 43.80 43.90 43 A LITHOGRAPHED BOOK , 44 44.00 44.10 44.20 44.30 44.40 44.50 44.60 44.70 44.80 44.90 44 WATERPROOF RULINGS 45 45.00 45.10 45.20 45.30 45.40 45.50 45.60 45.70 45.80 45.90 46 46 46.00 46.10 46.20 46.30, 46.40 46.50 46.60 46.70 48.80 46.90 46 i 47 47.00 47.10 47.20 47.3 47.40 47.50 47.60 47.70 47.80- -47.90 47 HADg IN v.S.A. 48 48.00 48.10 48.20 48.30 48.40 48.50 48.60 48.70 48.80 48.90 48 49 49.00 49.10 49.20 49.30 49.40 49.50 49.60 49.70 48.80 49A0 49 50 50.00 50.10 50.20 50.30 50.4,0 50.50 50.60 50.70 111.80 50.90 60 RETURN TO Distance of slope stake from dde or shoulder state for any width roadway.dope I to 1.If C 0 U N TY SURVEYOR'S OFFICE ground to nearly level the out or fill at side state Is located by the double entry method In left ---__--.. _ column and to row.tie number in body of table In same row and column gives distance from dds stake to elopes stake.If groundtonot level estimate the difference In elevagon between the eaun t or fill and slope d distancelin tsl le.SeL up rod d at this (point,andlineline of elLht ate It IM. should is out target It it dog not mate the slight AdfustmeM neoeeearY. unt to STOCKTON - CALIFOR N91A e 1 ' V