HomeMy WebLinkAboutF0071/2"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
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