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i�''^\\�� <br />i / <br />O <br />IYPE "A-1" CURB <br />PER STD 305A <br />�2" MIN CRUSHED SURFACING <br />TOP COURSE <br />SECTION A-A <br />CEMENT CONCRETE <br />SIDEWALK PER 5TD DWG 306 <br />NOTES <br />O1 EQUALS WIDTH OF DRNEWAY AT PROPERTY LINE. <br />2O 3/8" WIDE FULL DEPTH D(PANSION JOINT. <br />O3 3/8" WIDE FULL DEPTH IXPANSION JOINT IFO1 IS 15' OR GREATER. <br />O4 DRNEWAY TO BE SURFACED WITH ASPHALT OR GONCRETE. <br />O DRNEWAY CEMENT CONCRETE SHALL BE A MIN OF 6" THICK INCLUDING WING RAMPS <br />AND PLACED ON A MINIMUM OF 2" CRUSHED SURFACING TOP COURSE COMPACTED i0 <br />959L MAXIMUM DENSITY. <br />� MAINTAIN 1/2" UP AT GUTfER. <br />CITY OF EVERETT <br />PUB�ic woRKs <br />P ENGINEERING 8� PUBLIC <br />SERVICES DEPARTMENT <br />CEMENT CONCRETE <br />DRIVEWAY TYPE-1 <br />5-6�1996 <br />date <br />307 <br />number <br />