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© ® NOTES <br /> © 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. <br /> EXIST SIDEWALK .W .". 2. 3/8"WIDE FULL DEPTH EXPANSION JOINT. <br /> 3. 3/8"WIDE FULL DEPTH EXPANSION JOINT IF <br /> NOTE 1 ABOVE IS 15'OR GREATER. <br /> EXIST TYPE A <br /> CURB .w` O 4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY <br /> SHALL BE SURFACED WITH ASPHALT OR <br /> E <br /> A <br /> R <br /> A <br /> I <br /> G <br /> W <br /> N <br /> • <br /> CONCRETE. <br /> \O e 54 <br /> SHALL BEI CONCRETE COMMERICIA MI XAS MPS <br /> CALLED VOUT IN WSDOT NSTANDARD <br /> ys. © SPECIFICATIONS,A MIN OF 6"THICK AND PLACED 111 <br /> �'�'��, ON A MINIMUM OF 2"CRUSHED SURFACING <br /> %J.'_y4t 5 BASE COURSE COMPACTED TO 95%MAXIMUM <br /> y ` O DENSITY. <br /> 6'Se,y � 6. MAINTAIN 1/2"LIP AT GUTTER. <br /> -9 •O W <br /> O <br /> �0/ EXIST MONOLITHIC <br /> CURB AND SW <br /> PAVEMENT <br /> 6'MIN. 6'MIN. <br /> i <br /> EXIST EXIST COY PAVEMENT CO 2% 1 0 PAVEMENT 2% • <br /> • g. <br /> CO MONOLITHIC CURB <br /> P. <br /> &SW <br /> 2"MIN CRUSHED CITY OF EVERETT <br /> a SURFACING PUBLIC WORKS DEPARTMENT <br /> SECTION A-A SECTION B-B BASE COURSE I ] <br /> p e one RYAN SASS I TOM HOOD L PAUL WILHELM I me.m WRB �C,J/21/201E <br /> ry USING TYPE A-1 CURB USING MONOLITHIC CURB&SW ," po w 4Nw <br /> wP CEMENT CONCRETE <br /> i5 DRIVEWAY RAMP TYPE-1 315 <br />