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RETURN TO ' COUNTY SURVEYOR'S OFFICE ID SAE - ;fsr STOCKTON = CALIFORNIA SLOPE i Sr'tKC srNKe ---JfQ, CHARLES BRUNING CO. DRAFTING ROOM SUPPLIES BLUE PRINT PAPERS SURVEYORS EQUIPMENT DISTANCES FROM SIDE STARES FOR CROSS-SECTIONING - C. L. BERGER & SONS SURVEYING INSTRUMENTS SLOPE I TO 1. ROADWAY OF ANY WmTS NEW YORK DETROIT KANSAS CITY 0 .1 .2 .3 .4 .5 .6 .7 .8 .9 _ NEWARK CHICAGO HOUSTON 0 0.00 0.10 0.20 0.30 0.40 0.50 0.63 0.70 0.80 0.90 0 1. 1 1.00 1.10 1.20 1.30 1.40 1.50 1.60 1.70 1.80 1.90 1 BOSTON MILWAUKEE LOS ANGELES 2 2.00 2.10 2.20 2.30 2.40 2.50 2.60 2.70 2.80 2.90 2 3 3.00 3.10 3.20 S. 3.40 3.5D 3.60 3.70 3.80 3.90 3 PITTSBURGH ST. LOUIS SAN FRANCISCO 4 4.00 4.10 4.20 4.80 4.40 4.50 4.60 4.70 4.80 4.90 4 5 5.00 5.10 5.20 5.80 5.40 5.50 5.60 5.70 5.80 5.90 5 6 6.00 6.10 6.20 6.80 6.40 6.50 6.60 6.70 6.80 6.90 6 7 7.00 7.10 7.20 7.30 7.40 7.50 7.60 7.70 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 9 9.00 9.10 9.20 9.30 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 A' 11 11.00 11.10 11.20 11.30 11.40 11.50 11.60 11.70 11.80 11.90 11 LaJ 12 12.00 12.10 12.20 12.30 12.40 12.60 12.60 12.70 12.80 12.90 12 13 13.00 13.10 13.20 13.30 13.40 13.50 13.60 13.70 13.80 13.90 13 ! _U _ 14 14.00 14.10 14.20 14.80 14.40 14.60 14.60 14.70 14.u0 14.90 14 15 15.00 15.10 15.20 15.30 15.40 15.50 15.60 15.70 15.80 15.90 16 � '. 1.L $ 'f 4 J 16 16.00 16.10 16.20 16.80 16.40 16.50 16.60 16.70 16.80 13.90 16 LA- 17 -17 17.00 17.10 17.20 17.80 17.40 17.60 17.60 17.70 17.80 17.90 17 0 �r r" 7 16 18.00 18.10 18.20 18.30 18.40 18.60 18.60 18.70 18.80 18.90 18 IY /7 O 19 19.00 -19.10 19.20 19.30 10.40 19.50 19.60 19.70 19.80 19.90 19 O 20 20.00 20.10 20.20 20.30 20.40 20.50 20.60 20.70 20.80 20.90 20 U. ------- 21 n ---21 21.00 21.10 21.20 21.30 21.40 21.50 21.60 21.70 21.80 21.90 21 - O 22 22.00 22.10 22.20 22.30 22.40 22.50 22, 0 2y 70 22.80 22.90 22 } ¢ V 23 23.00 23.10 23.20 23.30 23.40 23.50 23.60 23.70 23.8D 23.90 26 Q 24 24.00 24.10 24.20 24.30 24.40 24.50 24.60 24.70 24.80 24.90 24 `. Z y„ U O •�•3 25 25.00 25.10 25.20 25.30 25.40 25.50 25.60 25.70 25.80 25.90 26 it LLJ 26 26.00 26.10 26.20 26.30 26.40 26.50 26.60 26.70 26.80 W.90 26 27 27.00 27.10 27.20 27.30 27.40 27.50 27.60 27.70 27.80 27.90 27y"-- 28 28.00 •28.10 28.20 28.30 28.40 28.50 28.60 28.70 28:80 28.90 28 f �-' Z r V 29 29.00 29.10 29.20 29.80 29.40 29.50 29.60 29.70 29.80 29.90 29 W 80 30.00 30.10 30.20 39.30 30.40 30.50 30.60 30.70 30.80 30.90 30 y O ; 81 31.00 $1.10 31.20 31.30 81.40 31.50 31.60 81.70 31.80 31,90 31 1- 81 32.00 32.10 32.20 31.30 32.40 92.6p 32.80 32.70 32.80 $2.90 32 ! Y 83 33.00 $3.10 33.20 33.30 83.40 38.60 33.60 33.70 33.80 33.00 83 Q 34 $4.00 34.10 84.20 34.30 34.40 34.50 34.60 34.70 34.80 34.90 34 1-- - 85 $5.00 35.10 35.20 35.30 35.40 35.50 35.60 35.70 35:80 35.90 36 Z" N 36 33.00 36.10 86.20 86.30 36.40 36.50 36.60 86.70 36.80 36.90 36 37 37.00 37.10 87.20 37.30 37.40 37.50 87.60 37.70 37.80 37.90 37 88 88.00 88.10 88.20 38.30 38.40 38.50 88.60 38.70 38.80 38.90 38 89 3D.00 89.10 89.20 39.30 39.40 39.50 89.60 89.70 39.80 39.90 39 49 40.00 40.10 40.20 40.30 40.40 40.60 40.60 40.70 40.80 40.90 40 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 42.60 42.70 42.80 42.90 42 'ae 43 43.00 43.10 48.20 43.30 43.40 43.50 43.60 43.70 43.80 43.90 43 44 44.00 44.10 44.20 44.30 44.40 44.50 44.60 44.70 44.80 44,90 44 45 45.00 45.10 46.20 45.30 45.40 45.50 45.60 45.70 45.80 45.90 45 A'LITHOGRAPHED BOOK 46 46.00 46.10 46.20 48.30 46.40 46.50 46.60 46.70 46.80 46.90 46 - WATERPROOF RULINGS 47 47.00 47.10 47.20 47.30 47.40 47.50 47.60 47.70 47.80 47.90 47 48 48.00 4.9110 48.20 48.30 48.40 48.50 48.60 48.70 4�8g.80 48.90 48 49 49.00 49.10 49.20 49.30 49.40 49.50 49.60 49.70 50.89 b0.0 60 MADE III Y.S.A. 50 50.00 50.10 50.20 50.80 50.40 50.60 50.60 50.70 _ RETURN TO Distance of slope stake from side or shoulder stake tor.any width roadway,dope I to 1.If C 0 U N TY SURVEYOR'S OFFICE ground Is nearly level the out or fill at side stake Is located by the double entry method in left ---_._-- _ column and top row. The number In body of table in same row and column gives distance from aide stake to slope stake.If ground L not level estimate the difference in elevation between the side stake and elope stake,lower target by this amount 1t out,elevate it fin.Add this amount to cut or fill and find distance in table.Set up rod at this point,and line of eight should out target. a STOCKTON - CALIFORNIA If It does not make the slight adjustment necessary. 1 i V • soR