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I <br /> CEMENT CPMCRETE <br /> I <br /> SIDEWALK PER STD DWG 306 <br /> I <br /> y�P ' <br /> 0 *-:-:-:-:-.•* i e <br /> 7.-..-.-.,.. <br /> I „%:-:-:.:--- A 0 <br /> 0 ) -, ':** . \:1 *4144.'' ' 0 *..i„.,..::::::?1r <br /> 0 0 j� <br /> 0 0 Jo <br /> I _, 2% <br /> PARKWAY (VARIES) SIDEWALK —0-1 <br /> �' rritrosarimasumgimmil% <br /> c <br /> I <br /> N 2" MIN CRUSHED SURFACING <br /> CI BASE COURSE <br /> I <br /> M SECTION A-A <br /> USING MONOLITHIC CURB & SW <br /> O <br /> a <br /> I N __, 2% <br /> 0 —1— PARKWAY (VARIES) SIDEWALK -�-� <br /> • 2% <br /> Im <br /> —' <br /> i <br /> ) iimmi ......num.ems,:swastaireawslia*InalliMEIMIO <br /> ce <br /> o 2" MIN CRUSHED SURFACING <br /> SECTION A-A BASE COURSE <br /> ® NOTES <br /> � USING TYPE A-1 CURB <br /> EL <br /> 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. <br /> 0 2. 3/8" WIDE FULL DEPTH EXPANSION JOINT. <br /> I <br /> fl. 3. 3/8" WIDE FULL DEPTH EXPANSION JOINT IF NOTE 1 ABOVE IS 15' OR GREATER. <br /> 4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY SHALL BE SURFACED WITH ASPHALT OR CONCRETE. <br /> 0oc <br /> I " 5. THE DRIVEWAY RAMP INCLUDING WING RAMPS SHALL BE CONCRETE COMMERCIAL MIX AS CALLED OUT IN <br /> o <br /> , WSDOT STD SPECS., A MIN OF 6" THICK AND PLACED ON A MINIMUM OF 2" CRUSHED SURFACING BASE <br /> v COURSE COMPACTED TO 95% MAXIMUM DENSITY. <br /> I <br /> 0 6. MAINTAIN 1/2" LIP AT GUTTER. <br /> ;= CITY OF EVERETT 7-2-2013 <br /> ro �� PUBLIC WORKS <br /> CEMENT CONCRETE Date: <br /> Ir ' <br /> VERETT DEPARTMENT DRIVEWAY RAMP TYPE-3 309 <br /> COE Std Dwq: <br />