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J <br /> 661 -d <br /> PERSHING AVENUE <br /> ROAD INDEX FILE YEAR 'SHEET TOTAL <br /> NO. NO. NO. SHEETS <br /> 1233 W20 196! 2 6 <br /> Const. <br /> 40' 40` <br /> 1 � <br /> 0.17' Asphalt Concrete over 0.50' Aggregate Base <br /> 3 30 <br /> �' 30 3'- 7 <br /> See Deto i I <br /> Conform' Br OW Conform <br /> I <br /> Var. 2�t-� Vk% <br /> • s e <br /> OD <br /> Typical <br /> Curb E Gutter <br /> �*l Sidewalk 12 24' <br /> Broom Firlisttl <br /> Sta. <br /> a a <br /> X7 <br /> • At Returns Sta. 0+00 Lb o. v ♦86 <br /> • IAfe � I N <br /> " SION %7.1 y Horizontal Line-� <br /> WR <br /> N SCALE = 1 =I ' 4= <br /> •+ <br /> • \ ,A •�\ <br /> to <br /> 3"Sand Cushion After Full Compoction —T <br /> Use s4" Dia. x 24" Steel Dowel Rods Spaced <br /> 12"04 Greased and Well ..Wropped. <br /> Expansion Joints Spored 601 <br /> Expansion Joints of &C. I: E.C. of all curves. <br /> BEGINNING TO END OF WALL <br /> CONCRETE CURB GUTTER & SIDEWALK <br /> scale " W-I'-0" <br /> REFERENCE COUNTY OF SAN JOAQUIN <br /> DEPARTMENT OF PUBLIC WORKS <br /> PERSHING AVENUE <br /> TYPICAL CROSS SECTION <br /> DRAWN: APPROVED DATE DATE <br /> 4-2 -61 <br /> NO DATE DESCRIPTION APPRD. SCALE: DRAWING NO. <br /> L. H. BRADLEY R.E. 7077 <br /> REVISIONS As Noted DIRECTOR OF PUBLIC WORKS <br />