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NOTES <br /> 1. CEMENT CONCRETE STEPS AND CURBS SHALL BE <br /> 34"MIN/38"MAX A CONSTRUCTED WITH COMMERCIAL MIX CONCRETE <br /> NOSING TO TOP OF RAILING CLASS 3000. <br /> 1/2"EXPANSION <br /> JOINT MATERIAL 2. HEIGHT OF HANDRAIL SHALL BE 34"MINIMUM,38" <br /> MAXIMUM TOP OF NOSING TO TOP OF HANDRAIL. <br /> MATCH SIDEWALK <br /> 8'MAXIMUM GRADE 3. USE PEDESTRIAN GUARD OR ORNAMENTAL <br /> PEDESTRIAN GUARD AS DIRECTED BY THE CITY <br /> ENGINEER,IF SITE CONDITIONS WARRANT.SEE <br /> STANDARD DRAWINGS 333 AND 334. <br /> \�/\\� 4. CONCRETE STAIRWAYS SHALL HAVE HANDRAIL ON <br /> OF i\ BOTH SIDES. <br /> S�SON w �/ \j\/i > 6' <br /> A ��QO / \\ 5. SEE CURRENTLY ADOPTED BUILDING CODE SECTION <br /> 1/2"EXPANSION S y \� A ON STAIRWAYS FOR ADDITIONAL REQUIREMENTS. <br /> JOINT MATERIAL /\ <br /> \\\ AS SHOWN ON STANDARD DRAWING 336 <br /> MATCH SIDEWALK (MIN 11"-MAX 16") <br /> GRADE <br /> SEE POST COMPACTED SUBGRADE <br /> DETAIL <br /> \i \\ #4 BARS 16"OC <br /> 2"CLR #4 BARS TYP <br /> 3"CLR <br /> A ELEVATION <br /> 5'MIN <br /> 3„ 3" <br /> SLOPE TO DRAIN <br /> 3 WIDTH OF CONCRETE <br /> STAIRS OR LANDING NON-SHRINK GROUT <br /> #4 BARS TO BE FINISHED TO <br /> 0 <br /> 2'-0"OC THIS LINE <br /> 3 <br /> /\N00 <br /> \\ <br /> %v\ #4 BARS 16 GA GALV <br /> 6" 12" 12" 12" 12" 6" 6„ 3"DIA STEEL SLEEVE <br /> o (#4 BAR SPACING) E V E R E T T PUBLIC WORKS <br /> v WASHINGTON DEPARTMENT <br /> w< SECTION A-A POST DETAIL <br /> 0 me ryERVAN SASS I TOM HOOD "PAUL WILHELM W ESH 67 j14/2D17 <br /> CEMENT CONCRETE STAIRWAY <br /> CONSTRUCTION DETAILS 337 <br /> Er\ <br />