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I EXIST SIDEWALK <br /> 0 <br /> A O <br /> EXIST TYPE A -\ *•:..•.,,...1000. <br /> CURB0 <br /> lileal° lit A' ..:.: :':*. <br /> i „, <br /> 0 -.7.04.../.4.4. <br /> S. 44y . <br /> INe yy%i% / \ I <br /> 'f'�W.G ! =:.•';' EXIST MONOLITHIC <br /> CURB AND SW <br /> IPAVEMENT <br /> EXIST PAVEMENT PAVEMENT <br /> IMONOLITHIC CURB <br /> c & SW <br /> m <br /> 11 7 <br /> III a Jo 5'MIN 0 5'MIN <br /> I il •-iiiill. illi __Ar <br /> N <br /> 4C1rtirs4•7+rw4.2+--Lr3116xas~"F"."-rs"...n <br /> 0 2" MIN CRUSHED SURFACING <br /> I BASE COURSE. <br /> r. <br /> SECTION A-A SECTION A-A <br /> USING TYPE A-1 CURB USING MONOLITHIC CURB & SW <br /> cex <br /> ' O <br /> z <br /> E ® NOTES <br /> ci <br /> ' 0 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. <br /> 0 2. 3/8" WIDE FULL DEPTH EXPANSION JOINT. <br /> 0 <br /> Q <br /> 4-. <br /> I41 3. 3/8" WIDE FULL DEPTH EXPANSION JOINT IF NOTE 1 ABOVE IS 15' OR GREATER. <br /> U, <br /> 4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY SHALL BE SURFACED WITH ASPHALT OR CONCRETE. <br /> 5 <br /> u 5. THE DRIVEWAY RAMP INCLUDING WING RAMPS SHALL BE CONCRET COMMERCIAL MIX -S CALLED OUT IN WSDOT <br /> I '6 STD SPECS., A MIN OF 6" THICK AND PLACED ON A MINIMUM OF 2 ". ; 'r' •CING BASE COURSE <br /> COMPACTED TO 95% MAXIMUM DENSITY. <br /> o0 1 p <br /> I0 6. MAINTAIN 1/2" LIP AT GUTTER. pZrr A -5., cam"- 6-02.3013 <br /> U1 <br /> w � ,= CITY OF EVERETT 7-2-2013 <br /> CEMENT CONCRETE Date: <br /> I • v� PUBLIC WORKS DRIVEWAY RAMP TYPE- 1 307 <br /> VeRerr DEPARTMENT <br /> COE Std Dwq: <br />