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NOTES <br /> 2 8 3 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 /> EXISTING W W W _ NOTE 1 ABOVE IS 15' OR GREATER. <br /> TYPE A-1 W W W W w w <br /> -9 <br /> CURB W W W W W W 4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY <br /> \j 4 SHALL BE SURFACED WITH ASPHALT OR <br /> CONCRETE. <br /> �9f <br /> \ 5. THE DRIVEWAY RAMP INCLUDING WING RAMPS <br /> \ SHALL BE CONCRETE COMMERCIAL MIX AS <br /> oho <br /> 9 CALLED OUT IN WSDOT STANDARD <br /> w SPECIFICATIONS, A MIN OF 6" THICK AND PLACED <br /> \ w w W W W w W W 8 ON A MINIMUM OF 4 CRUSHED SURFACING <br /> \ BASE COURSE COMPACTED TO 95% MAXIMUM <br /> 5 DENSITY. <br /> 9 W W W w w 6. MAINTAIN 1/2" LIP AT GUTTER. <br /> � N, w 2 <br /> W . 7. FOR CURB DETAILS, SEE STANDARD DRAWINGS <br /> 307-309 <br /> 8. DETECTABLE WARNING PATTERN AREA. <br /> 6 - REQUIRED FOR COMMERCIAL DRIVEWAYS WITH <br /> YIELD OR STOP CONTROL. <br /> - NOT REQUIRED FOR RESIDENTIAL DRIVEWAYS. <br /> s - SURFACE SHALL BE YELLOW IN COMPLIANCE <br /> 6'- ! WITH WSDOT/APWA STANDARD SPEC SECTION <br /> EXIST 8-14.3(3). <br /> MONOLITHIC 9. ALL JOINTS SHALL BE CLEANED AND EDGED WITH <br /> CURB AND AN EDGER HAVING A 3/8" RADIUS AFTER FINAL <br /> PAVEMENT SIDEWALK <br /> BROOM FINISH IS COMPLETED. <br /> 6' MIN. 6' MIN. <br /> 0 <br /> m <br /> r <br /> 3 PAVEMENT 6 2% MAX 4 PAVEMENT 2% MAX 4 ; <br /> z <br /> Z <br /> --- . <br /> VIII °° °oo°000°V <br /> ° °°°°°°°°°°°°°°° °°°°°° °0000 <br /> 0 <br /> °°°°°° MONOLITHIC CURB <br /> 7 5 7 AND RAMP <br /> r <br /> 0 4" MIN CRUSHED E V E R E T T PUBLIC WORKS <br /> SURFACING ` DEPARTMENT <br /> WASHINGTON <br /> w SECTION A-A SECTION B-B BASE COURSE <br /> OCity Engineer Section Manager CAD Manager Drawn 13, Current Rev Date <br /> o a TYPE A-1 CURB OPTION MONOLITHIC CURB OPTION TITLE HOOD TOM HOOD PAULWILHELM was 01/10/2022 <br /> VSTANDARD DRAWING No. <br /> ;N CEMENT CONCRETE <br /> E:5- RAMP TYPE - 1 315 <br /> LIZ <br /> v�� <br />