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NOTES <br /> 2 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. <br /> 3 <br /> EXIST SIDEWALK 2. 3/8"WIDE FULL DEPTH EXPANSION JOINT. <br /> 4 3. 3/8"WIDE FULL DEPTH EXPANSION JOINT IF NOTE <br /> 8 - - 1 ABOVE IS 15'OR GREATER. <br /> EXIST TYPE A-1 CURB <br /> O7 m 4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY <br /> SHALL BE SURFACED WITH ASPHALT OR <br /> �olo <br /> p� 1 CONCRETE. <br /> JP� 9 2 5 G RAMPS <br /> SHALL BIE CONCRETE COMMERCIAL VEWAY RAMP INCLUDING IIX AS CALLED <br /> 9 OUT IN WSDOT STANDARD SPECIFICATIONS,A MIN <br /> 5 8 OF 6"THICK AND PLACED ON A MINIMUM OF 4" <br /> ...W. CRUSHED SURFACING BASE COURSE COMPACTED <br /> TO95%MAXIMUM DENSITY. <br /> 6 <br /> y 6. MAINTAIN 1/2"LIP AT GUTTER. <br /> 1 2 7. FOR CURB DETAILS,SEE STANDARD DRAWINGS <br /> � g <br /> 307-309 <br /> e � <br /> 8. DETECTABLE WARNING PATTERN AREA. <br /> REQUIRED FOR COMMERCIAL DRIVEWAYS WITH <br /> LOWERING LENGTH OF YIELD OR STOP CONTROL. <br /> BACK OF TRANSITION NOT REQUIRED FOR RESIDENTIAL DRIVEWAYS. <br /> SIDEWALK"A" "B" SURFACE SHALL BE YELLOW IN COMPLIANCE <br /> WITH WSDOT/APWA STANDARD SPEC SECTION <br /> 3INCHES 3 FEET j/ 8-14.3(3). <br /> 4 INCHES 4 FEET <br /> 9. ALL JOINTS SHALL BE CLEANED AND EDGED WITH <br /> 5 INCHES 5 FEET AN EDGER HAVING A 3/8"RADIUS AFTER FINAL <br /> BROOM FINISH IS COMPLETED. <br /> 6'MIN. 6'MIN. <br /> 0 <br /> 2'+ 4'MIN Q 2'+ 4'MIN Q <br /> o <br /> 6 VARIES 2%MAX 4 6 VARIES 2%MAX 4 <br /> 3 <br /> � PAVEMENT a0000aoaao ooe _ o00 0000000000 000000000.,,-.. PAVEMENT.' .,-- o0000000000000a0000 <br /> 000000000 00 00000000000000, o00000 <br /> 0000 00000 00000000000000.0000000..0000 000 000000 00000000000000000000000000. <br /> .,,, 000e0000000 000000 00 0 0000000000 000 0000000 00000000000000ee,se.,......�.. <br /> t 5 �4"MIN CRUSHED 4"MIN CRUSHED <br /> 7 SURFACING 5 SURFACING <br /> BASE COURSE BASE COURSE <br /> E V E R E T T PUBLIC WORKS <br /> w� <br /> SECTION A-A SECTION B-B WASHINGTON DEPARTMENT <br /> �¢ TYPE A-1 CURB OPTION ""�ETOM HOOD TOM HOOD ��PAUL"6LHELM "'!U <br /> o.^a MONOLITHIC CURB OPTION O1j10�2022 <br /> CEMENT CONCRETE <br /> DRIVEWAY RAMP TYPE-2 316 <br /> Er\ <br />