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I I <br /> p v NOTES <br /> Z 0 1. "V"GROOVES SHALL BE SPACED TO CORRESPOND <br /> O 3 TO THE MARKINGS IN EXISTING SIDEWALKS,OR AS <br /> C 27DIRECTED BY THE ENGINEER. <br /> al 7 2 . ALL UTILITY POLES,METER BOXES AND OTHER <br /> CO-6 B B OBSTRUCTIONS SHALL HAVE FULL DEPTH 3/8" <br /> pTI Air <br /> EXPANSION JOINT MATERIAL PLACED AROUND <br /> CD <br /> Ilr 1 I THEM. <br /> m A PT A PT 3. ALL SIDEWALK EDGES SHALL HAVE 1/2"RADIUS. <br /> C .f 4. MINIMUM WIDTH OF SIDEWALK I5 5'(NOT <br /> II INCLUDING THE WIDTH OF THE CURB). <br /> C , 5. THICKENED EDGES ARE REQUIRED FOR SIDEWALKS <br /> AT CORNERS,BUT NOT ON TANGENT SECTIONS. <br /> \,\II, ALL CURB RAMPS SHALL HAVE A THICKENED EDGE <br /> TO THE DEPTH OF THE ADJACENT CURB,INCLUDING <br /> 4,1 <br /> SURE RAMPS BUILT ON TANGENT SECTIONS OF <br /> D SIDEWALK.MONOLITHIC CURB AND SIDEWALK <br /> CONFORMING TO STD DWG 312 DO NOT REQUIRE <br /> ADDITIONAL THICKENED EDGE. <br /> m � <br /> Z C 6. FOR CURB RAMP DETAILS SEE STANDARD <br /> 0 PC PC DRAWINGS 318,319 AND 320. <br /> X <br /> cnW <br /> o- . <br /> E n <br /> N p <br /> A m <br /> N <br /> cn <br /> —I <br /> 0 <br /> 0 <br /> C) <br /> co COLD JOINT <br /> TYPE"A" <br /> COLD JOINT THICKENED EDGE <br /> g2% <br /> MAX 1 <br /> s 2%MAX 1 2%MAX - 1 <br /> miumirmariMT <br /> JJ++ 1 <br /> 0 <br /> V. SECTION A-A SECTION B-B SECTION C-C <br /> O CITY OF EVERETT <br /> C „ETT PUBLIC WORKS DEPARTMENT <br /> ili I A °¢ <br /> " RYAN SASS ITOM HOOD I RAUL WWILHELM I"�WRB 26/2017 <br /> y 8 "' <br /> "MO 04.4""aw. <br /> N CEMENT CONCRETE SIDEWALK 313 <br /> aia AT CORNERS <br /> 1 1 <br /> — MI MO MN MO MO MI MI MN M MO w MO MI MN r — ME i <br />