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I <br /> I <br /> . <br /> O ' <br /> . ' iNi%W.. <br /> •tom. 400 : : . <br /> 1 0 �� <br /> 1111111141446. 0 <br /> ,)>) . <br /> ,55 <br /> I CEMENT CONCRETE <br /> SIDEWALK PER STD DWG 306 <br /> 0 TYPE "A-1" CURB <br /> 1 <br /> TYPE "A-1" CURB I--• 5'MIN ----el <br /> IPER STD 305A <br /> I i 2" MIN CRUSHED SURFACING <br /> TOP COURSE <br /> • SECTION A-A <br /> NOTES <br /> IO EQUALS WIDTH OF DRIVEWAY AT PROPERTY UNE. <br /> 0 3/8" WIDE FULL DEPTH EXPANSION JOINT. <br /> v <br /> 0 3/8" WIDE FULL DEPTH EXPANSION JOINT IF01 IS 15' OR GREATER. <br /> 0 DRIVEWAY TO BE SURFACED WITH ASPHALT OR CONCRETE. <br /> O DRIVEWAY CEMENT CONCRETE SHALL BE A MIN OF 6" THICK INCLUDING WING RAMPS <br /> AND PLACED ON A MINIMUM OF 2" CRUSHED SURFACING TOP COURSE COMPAL:I LU TO <br /> V <br /> v 95% MAXIMUM DENSITY. <br /> O6 MAINTAIN 1/2" UP AT GUTTER. <br /> II 0a <br /> `a <br /> v: <br /> I CITY OF EVERETT 5-6-1996 <br /> %-r PUBLIC WORKS CEMENT CONCRETE date <br /> RErr ENGINEERING & PUBLIC DRIVEWAY TYPE- 1 307 <br /> ISERVICES DEPARTMENT number <br />