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0 NOTES <br /> 0 O <br /> 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. <br /> EXIST SIDEWALK 2. 3/8" WIDE FULL DEPTH EXPANSION JOINT. <br /> 3. 3/8" WIDE FULL DEPTH EXPANSION JOINT IF <br /> W W W v <br /> W W W W W . NOTE 1 ABOVE IS 15' OR GREATER. <br /> W <br /> EXISTTYPE A W W . . . W W W W W <br /> CURB , W W W W W W W W W W W O 4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY <br /> ` W W W SHALL BE SURFACED WITH ASPHALT OR <br /> 71 W CONCRETE. <br /> 1 <br /> °4* <br /> 4-A`-' <br /> 5. THE DRIVEWAY RAMP INCLUDING WING RAMPS <br /> \ SHALL BE CONCRETE COMMERCIAL MIX AS <br /> 4 <br /> WWW <br /> CALLED O <br /> UT IN WSDOT STANDARD <br /> 7,0_ 4*4 \ WW SPECIFICATIONS, A MIN OF 6"THICK AND PLACED C <br /> ED <br /> 41%44 \ 4600 <br /> © ON A MINIMUM OF 2 CRUSHED SURFACING <br /> \s \ •►' WWWWWW BASE COURSE COMPACTED TO 95/ MAXIMUM <br /> -�, i � DENSITY.\,` W WWWWW • 6. MAINTAIN 1/2" LIP AT GUTTER. <br /> W W W W <br /> \ 4616,404:5‘41, <br /> . 1!111111. W W <br /> \ W W <br /> O4144444.10' W <br /> I I is\ •1 1400,- <br /> 60 <br /> 41#4.4.449042128 <br /> i <br /> S <br /> 6EXIST MONOLITHIC <br /> CURB AND SW <br /> PAVEMENT <br /> E <br /> 5' MIN 5' MIN <br /> 3 <br /> 0 <br /> EXIST EXIST <br /> o PAVEMENT 6 2% O PAVEMENT 2% 0 <br /> \it <br /> Ar <br /> E 1. 11111111111111111111111111111 ____....... <br /> g <br /> o0 <br /> MONOLITHIC CURB <br /> a &SW <br /> EA <br /> O 2" MIN CRUSHED <br /> CITY OF EVERETT <br /> SURFACING ERE"' PUBLIC WORKS DEPARTMENT <br /> Z <br /> w <br /> SECTION A—A SECTION B—B BASE COURSE <br /> Clty Engineer Section Manager CAD Manager Drawn By Current Rev Dafe <br /> U.S¢ RYAN SASS TOM HOOD PAUL WILHELM WRs 4/26/2017 <br /> 0 o USING TYPE A-1 CURB USING MONOLITHIC CURB&SW TITLE <br /> a-, STANDARD.DRAWING No. <br /> CEMENT CONCRETE <br /> c_,<% DRIVEWAY RAMP TYPE — 1 315 <br /> LL <br />