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I <br /> I <br /> B B <br /> I + + Ili I <br /> A ' A <br /> C1071 <br /> �► I <br /> A* <br /> DC C r <br /> I <br /> OLD JOINT <br /> I <br /> TYPE "A" THICKENED <br /> EDGE <br /> OLD JOINT <br /> � � I <br /> C C2'/` 1 0.02'/r srii.' .r ' <br /> tact tl!' y'}r:;:i: '4:3'. <br /> ''Ey ck-r.�l•-, .. .-x••,tµx'J w• ;3'ir, 1 `n_' <br /> i <br /> SECTION A-A SECTION B-B SECTION C-C 1 <br /> NOTES: <br /> 1. "V" GROOVES SHALL BE SPACED TO CORRESPOND TO THE MARKINGS IN EXISTING SIDEWALKS, OR AS <br /> DIRECTED BY THE ENGINEER. I <br /> 2. ALL UTILITY POLES, METER BOXES AND OTHER OBSTRUCTIONS SHALL HAVE 3/8" EXPANSION JOINT MATERIAL <br /> c PLACED AROUND THEM. <br /> U- <br /> 3. ALL SIDEWALK EDGES SHALL HAVE 1/2"RADIUS. <br /> I <br /> E 4. MINIMUM WIDTH OF SIDEWALK IS 5' (NOT INCLUDING THE WIDTH OF THE CURB). I <br /> a <br /> 5. THICKENED EDGES ARE REQUIRED FOR SIDEWALKS AT CORNERS, BUT NOT ON TANGENT SECTIONS. ALL CURB <br /> C RAMPS SHALL HAVE A THICKENED EDGE TO THE DEPTH OF THE ADJACENT CURB, INCLUDING CURB RAMPS <br /> C BUILT ON TANGENT SECTIONS OF SIDEWALK. WHEN MONOLITHIC CURB AND SIDEWALK IS APPROVED FOR USE, I <br /> V THICKENED EDGES ARE REQUIRED AT ALL LOCATIONS. <br /> V <br /> c <br /> 6. FOR CURB RAMP DETAILS SEE STANDARD PLANS 310A, 310B AND 310C. I <br /> . <br /> C <br /> V <br /> CITY OF EVERETT 5-6-1996 1 <br /> V/10re PUBLIC WORKS CEMENT CONCRETE date <br /> a ,IVERErr ENGINEERING & PUBLIC SIDEWALK AT CORNERS 306A I <br /> SERVICES DEPARTMENT number <br /> Water Main Replacement"Q"-Broadway APPEND! A-COE STD DVVGS July 6, 2J1e <br />