BOOK 279 - Laserfiche WebLink

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RETURN TO COUNTY SURVEYOR'S OFFICE: SID! c sr '.- ��'c STOCKTON CALIFORNIA I ! SLOPE 17'�IIfQ 169 CHARLES BRUNING COJTAKC . IR7 --+ DRAFTING ROOM SUPPLIES BLUE PRINT PAPERS SURVEYORS EQUIPMENT C. L BERGER & SONS SURVEYING INSTRUMENTS DISTANCES FROM SIDE STASES FOA CROSS-SECTIONING Scorn 1 To 1. R°ADWAT OF ANY WIDTH NEW YORK DETROIT KANSAS CITY .9 NEWARK CHICA420 HOUSTON 0 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.60 0.90 0 BOSTON MILWAUKEE LOS ANGELES 1 1.00 1.10 1.20 1.80 1.40 1.50 1.80 1.70 1.80 1.90 1 2 2.00 2.10 9.20 2.80 2.40 2.50 2.60 2.70 2.80 2.90 2 PITTSBURGH ST. LOUIS SAN FRANCISCO 8 a.00 8.10 8.20 8.30 8.40 3.50 8.60 8.70 8.80 3.90 9 4 4.00 4.10 4.20 4.80 4.40 4.50 4,60 4.70 4.80 4.90 4 b 6.00 5.10 5.90 6.30 5.40 5.60 6.60 5.70 6.80 5.90 5 6 6.00 6.10 8.20 6.80 6.40 6. 8.60 6.70 6.50 6.90 6 7 7.00 7.10 7.50 7.80 7.40 7.50 7.60 7.70 7.80 7.90 7 8 5.00 8.10 3.20 8.30 8.40 8.50 8.60 8.70 8.80 8.90 a 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 11 11.00 11.10 11.20 11.80 11.40 11.50 11.60 11.70 11.80 11.90 11 - 12 12.00 12.10 12.20 12.80 12.40 12.50 12.60 12.70 12.50 12.90 12 18 18.00 1x.10 18.20 19.30 13.40 18.50 13.60 18.70 13.80 18.90 18 1A 14 14.00 14.10 14.20 14.30 14.40 14.50 14.60 14.70 14.80 14.90 14 JJ 16 15.00 16.10 15.20 15.30 15.40 15.80 15.60 16.70 15.80 16.90 15 1e 16.00 16.10 16.20 16.30 16.40 16.50 16.60 16.70 16.80 16.90 16 LL.. 17 17.00 17.10 17.20 17.80 17.40 17.50 17.60 17.70 17.60 17.90 17 Ly R 18 18.00 18.10 18.20 18.30 18.40 18.50 18.00 18.70 18.80 19.90 1S 19 19.00 19.10 19.20 19.30 19.40 19.50 19.60 19.70 19.80 19.90 19 I.y. 20 20.00 90.10 20.20 20.80 20.40 20.60 20.60 20.70 1p 80 20.90 20 [] z al 21.00 21.10 21.20 21.30 21.40 21.80 21.60 21.70 91.80 91.90 91 CO.) O - c 22 29.00 92.10 22.90 22.80 22.40 22.50 22.60 22.70 22.80 22.90 92 _ p 28 28.00 23.10 23.20 23.30 23.40 23.60 23.60 23.70 23.80 23.90 as ti ck; _, 24 94.00 24.10 24.20 24.30 24.40 24.50 24.60 24.70 24.80 24.90 24 C) U J 25 25.00 26.10 25.20 26.30 25.40 25.50 25.60 25.70 25.80 25.90 25 26 26.00 28.10 26.20 26.30 26.40 26.50 26.60 26.70 26.80 28.90 28 27 27.00 27.10 27.20 27.80 27.40 87.50 27.60 27.'!0 27.80 27.90 97 J L+d I V 28 25.00 96.10 28.20 28.90 28.40 28.50 28.60 28.70 28.80 28.90 28 4J 29 29.00 99.10 29.20 29.30 29.40 29.50 29.60 29.70 29.80 29.90 49 a0 80.00 80.10 30.20 80.80 80.40 80.50 80.60 80.70 80.80 30.90 30 = Z �" 81 81.00 81.10 81.20 81.30 81.40 31.60 81.60 31.70 81.80 x1.90 S1 0 W - z 82 82.00 82.10 32.20 82.30 32.40 32.50 92.60 92.70 32.80 32.90 32 y- 99 88.00 88.10 93.20 83.30 38.40 33.50 83.80 89.70 33.80 83.90 93 Y (/�, O 84 84.00 84.10 84.20 34.30 34.40 94.50 84.60 34.70 34.80 34.90 84 N. Y 86 38.00 86.10 85.20 35.30 35.40 85.50 85.60 85.70 35.80 35.90 8b F� G.1 �i 86 88.00 88.10 98.20 ae.ao 38.40 36.b0 38.80 86.70 88.80 88.90 Be ,�� O V 37 87.00 87.10 87.20 87.90 97.40 37.50 37.60 x7.70 37.80 87.90 ET 0 88 98.00 88.10 38.20 38.30 88.40 38.50 38.60 98.70 88.50 88.90 98 �II f/3 99 39.00 39.10 39.20 39.80 89.40 89.50 39.60 89.70 39.80 89.90 39 a a 40 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 1.20 41.30 41.40 41.60 41.60 41.70 41.80 41.90 41 '-�; - 42 42.00 42.10 .20 42.30 42.40 42.50 42.60 42.70 42.80 42.90 42 � 43 48.00 48.10 43.20 43.30 43.40 49.50 43.60 43.70 49.60 43.90 48 A LITHOGRAPHED BOOK 44 44.00 44.10 44.20 44.80 44.40 44.50 44.80 44.70 44.80 44.90 44 WATERPROOF RULINGS 45 45.00 45.10 45.20 45.80 45.40 45.50 45.60 45.70 45.50 46.90 46 'x 46 46.00 48.10 46.20 46.90 46.40 46.50 46.60 46.70 46.80 48.90 46 47 47.00 47.10 47.20 47.30 47.40 47.50 47.60 47.70 .47.80 47.90 47 MADE IN U.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 49.80 49.40 49.50 49.60 49.70 49.80 49.90 49 50 50.00 60.10 80.20 50.80 50.40 50.50 50.60 50.70 50.80 50.90 50 Distance of elope stake from side or shoulder stake for any width roadway,elope 1 to 1.If ground fe nearly I w. to numtbernin at of table in samerow and column gives distance entry method from RE:TUP.N TO column and top row.Th y p�) p t old": to dpe ovestake, If ground ower tang not level estimate the difference m elevation between tto he - COUNTY S.0 I\Y EY�1\'S Q F F 1 ii L cuteor w and fI°d distaannce t a1��t et by this tPoint,And line°f eight shodd uld out target. If If it does not make the slight STOCKTON CALIFORNIA 1 - a