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3 <br /> A:p <br /> SAM< <br /> ;w_ <br /> ��� CHARLES BRUNING CO. <br /> dj7Mr�' 4Q7 DRAFTING ROOM SUPPLIES BLUE PRONT PAPERS <br /> IGl7=�s SURVEYORS EQUIPMENT <br /> C. L. BERGER& SONS SURVEYING INSTRUMENTS <br /> DI8TAmcm rj10Y gtDz STASES FOR CROS8,9ECTIONINO NEW YORK DETROIT KANSAS CITY <br /> SLOPE 1 TO 1. ROADwAr or A3R WrDTH <br /> NEWARK CHICAGO HOUSTON <br /> 0 .1 .2 .3 .4 .5 .6 .7 .8 .9 BOSTON MILWAUKEE LOS ANGELES <br /> 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 0 PITTSBURGH ST. LOUIS SAN FRANCISCO <br /> 1.pp 1.10 1.20 1.80 1.40 1.60 1.80 1.70 1.80 1.90 1 <br /> 4:00 3.10 2.20 3.80 2.40 2.10 11.80 2.70 a.80 11.90 2 <br /> 00000000 <br /> 3 <br /> .1 <br /> 0 <br /> 8.20 11.80 11.40 3.50 3.60 3.70 a.8o 3.90 8 <br /> 4. 4.10 4.20 4.30 4.40 4.50 4.60 4.70 4.8o 4.90 4 <br /> 1.044 6.10 5.20 1.1141 1.40 6.50 5.60 5.70 5.80 1.90.. b <br /> 6.00 6.10 8.20 6.80 6.40 6.50 6.80 8.70 6.80 8.90 0 <br /> 7.00 7.10 7.20 7.80 7.40 7.50 7.60 7.70 7.80 7.90 7 <br /> 6.00 8.10 6.20 8.80 8.40 8.60 8.80 8.70 8.80 8.90 8 <br /> 0. 9 30 9.30 9.30 9.40 9.60 9.60 9.70 9.80 9.90 9 <br /> 10. °0 40.40 10.20 10.30 10.40 10.50 10.00 10.70 10.80 10.90 10 <br /> 11.00 11.10 11.20 11.90 11.40 11.50 11.60 11.70 11.80 11.90 11 <br /> 12.110 13.10 .12.20 12.80 12.40 12.50 12.60 12.70 12.80 12.90 13 <br /> 13.00 13.10 18.20 13.30 13.40 13.50 13.60 13.70 13.80 13.90 13 <br /> 14.00 14.10 14.20 14.31 14.40 14.50 14.60 14.70 14.80 14.90 14 <br /> 11.00 11.10 115.20 11.80 15.40 16.50 15.60 15.70 15.80 15.90 15 <br /> 16.p0g0 16.10 11 16.80 16.40 16.150 16.80 18.70 le 16.90 <br /> 16.90 .,''8 <br /> 18:00 �18�:10 18.20 18.30 18:9 18:80 18:80 18.70 18.80 18:80 18 RETURN TO L <br /> 19.00 20:10 .1200:2200 80:90 10:0 20:60 210.60 20.70 120.80 20:00 20' SURVEYOR'S F F I C E <br /> 19.0p COUNTY lc <br /> 00 21.10 21.20 21.30 21.40 21.50 21.60 21.70 31.80 21.90 21 <br /> .00 22.10 22.20 22.30 22.40 22.50 22.60 22.70 22.80 22.90 22 <br /> 33.00 23.10 28.20 23.30 23.40 29.50 23.60 23.70 23.60 23.00 23 <br /> 34.00 24.10 24.20 24.80 24.40 24.50 24.60 24.70 24.80 24.90 24 <br /> 21.00 26A0 25.20 25.30 25.40 25:150 25.60 25.70 25.80 25.90 25 STOCKTON - CALIFORNIA <br /> 28.00 20.10 26.20 26.30 26.40 26.50 26.60 -26.70 16.80 26.90 26 <br /> 27.00 27.10 27.20 27.30 27.40 27.50 27.60 27.70 27.80 27.90 27 <br /> 19 00 10 28.20 26.80 x8.40 50 28.60 28.70 28.80 28.90 28 <br /> 29.00 39.10 29.20 29.30 229.40 99:50 29.60 29.70 29.80 29.90 29 <br /> 80.00 30.10 80.20 80.80 $0.40 80.50 30.60 30.70 30.80 30.90 30 <br /> $1.00 31.10 81.20 g1.31 81.40 31.50 31.60 31.70 31.80 31.90 31 <br /> 32.00 32.10 82.20 8x.80 32.40 32.50 82.60 32.70 32.80 32.90 32 <br /> 38.00 88.10 83.20 33.30 33.40 88.50 83.80 33.70 33.80 33.90 33 <br /> 34.011 84.10 84.20 94.80 34.40 84.50 34.60 84.70 84.80 84.90 34 <br /> 36.00 85.10 35.20 85.30 85.40 35.50 35.00 85.70. 35.80 35.90 35 " <br /> 86.00 86.10 38.20 88.30 8 .40 86.50 36.60 89.70 36.80 86.90 36 ' <br /> 3117.00 37.10 87.20 87.80 87.40 87.60 87.60 87.70 37.80 37.90 87 <br /> 8.00 118.10 88.20 88.30 88.40 88.50 38.60 88.70 88.80 38.90 88 <br /> 39.00 39.10 89.20 89.30 89.40 39.50 39.60 89.70 39.80 39.90 39 <br /> 40.00 40.10 40.20 40.80 40.40 40.50 40.60 40.70 40.80 40.90 40 <br /> 41.00 41.1041.20 41.30 41.40 41.50 41.60 41.70 41.80 41.90 41 A LITHOGRAPHED BOOK <br /> 42.00 42.10 42.20 42.30 42.40 42.50 42.60 42.70 42.80 42.90 411 WATERPROOF RULINGS <br /> 48.00 43.10 43.20 48.80 48.40 43.50 43.60 43.70 43.80 43.90 43 <br /> 44.00 44.10 44.20 44.80 44.40 44.50 44.60 44.70 44.80 44.90 44 <br /> 45.00 45.10 41.20 45.30 45.40 45.50 45.60 45.70 45.80 41.90 415 MADE IN U.S.A. <br /> 46.00 46.10 46.20 46.80 46.40 46.50 46.60 46.70 46.80 46.90 46 <br /> 4487.00 47.10 47.20 47.30 47.40 47.50 47.60 47.70 .47.80 47.90 47 - <br /> 49:00 49:10 49:20 49:90 49.40 49:b�0 960 4970 49.80 49:90 49 <br /> 50.00 50.10 60.20 150,30 10.40 50.150 10.80 10.70 60.60 10.90 150 <br /> 1{ tans ofe1pstate from side or shoulder stake for soy width roadway,elope 1 to 1.It <br /> l eve1,the out or fill at side state Is located by the double entry method in left <br /> nearly <br /> prow.The number In body of table in same row and column Elva distance from <br /> state to slope stake.If ground Is not level estimate the difference In elevation between the <br /> stake and slope stake,IOWer taRet by thle amount it out,elevate 1f 0ll.Add this amount to <br /> fill and 0nd dfetance In table.Set up rod at this point,and line of eight should out target. - <br /> does hot mate the slight adjustment necessary. 71 <br /> - <br /> J, <br /> i <br /> V \ <br /> i <br />