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I 1 <br /> NOTES <br /> 1. "V"GROOVES SHALL BE SPACED TO CORRESPOND <br /> TO THE MARKINGS IN EXISTING SIDEWALKS,OR AS <br /> DIRECTED BY THE ENGINEER. <br /> 2. ALL UTILITY POLES,METER BOXES AND OTHER <br /> B B OBSTRUCTIONS SHALL HAVE FULL DEPTH 3/8" <br /> ♦ EXPANSION JOINT MATERIAL PLACED AROUND <br /> THEM. <br /> A PT A PT 3. ALL SIDEWALK EDGES SHALL HAVE 1/2"RADIUS. <br /> 4/ 4. MINIMUM WIDTH OF SIDEWALK IS 5'(NOT <br /> INCLUDING THE WIDTH OF THE CURB). <br /> C , 5. THICKENED EDGES ARE REQUIRED FOR SIDEWALKS <br /> AT CORNERS,BUT NOT ON TANGENT SECTIONS. <br /> -, ALL CURB RAMPS SHALL HAVE A THICKENED EDGE <br /> TO THE DEPTH OF THE ADJACENT CURB,INCLUDING <br /> CURB RAMPS BUILT ON TANGENT SECTIONS OF <br /> ,,' ` SIDEWALK.MONOLITHIC CURB AND SIDEWALK <br /> CONFORMING TO STD DWG 312 DO NOT REQUIRE <br /> C ADDITIONAL THICKENED EDGE. <br /> 6. FOR CURB RAMP DETAILS SEE STANDARD <br /> PC PC DRAWINGS 318,319 AND 320. <br /> COLD JOINT <br /> COLD JOINT TYPE"A" <br /> THICKENED EDGE <br /> g 2% <br /> MAX <br /> 2%MAX 2%MAX <br /> 18" <br /> 8 <br /> SECTION A-A SECTION B-B SECTION C-C <br /> n <br /> CITY OF EVERETT <br /> ET PUBLIC WORKS DEPARTMENT <br /> O< r.� <br /> _RYAN SASS MMH�O�"D I PAUI.wLLfIEIM IwHn oq/ 62017 <br /> M DOAK Rs <br /> N' CEMENT CONCRETE SIDEWALK �µ313 <br /> s? AT CORNERS <br /> - Illig Ilili aill MIN I all M IIIIII i mu me s am M am am in em <br />