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HomeMy WebLinkAboutColor0060 51/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS SCORE LINES TO BE RADIAL A TO CURB AND GUTTER L 1/4"/FT. SLOPE 1/2R 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS "W" -WIDTH OF SIDEWALK 1/2"X5" EXPANSION MATERIAL CURB RETURN ONLY 4" - 1 ` PAVEMENT AS PER PLANS STANDARD CEM. CONC. CURB AND GUTTER SECTION A -A 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS SCORE LINES 1/2"R SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS GENERAL NOTES: JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/16' IN THICKNESS AND SHALL BE EXTENDED 2' BELOW THE GUTTER LINE. 1/2' THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1' BELOW CONCRETE. WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER. THE JOINT SHALL BE A COLO JOINT. 1/2'X 5' EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1/2'X4" EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL. THE CONCRETE MIX FOR SDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4') WITH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH. SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR). CEM. CONC. CURB AND GUTTER 1/4"/FT. SLOPE PAVEMENT AS PER PLANS J STANDARD CEM. CONC. CURB AND GUTTER SECTION B -B TYPICAL SIDEWALK ADOPTED CITY OF RENTON + LL_ STANDARD PLANS IST DATE:04/04 nw(: NANAF- F(1(17 CP PArF• F(1(17