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34" MIN / 38" MAX MATCH <br /> I NOSING TO TOP OF RAILING EXISTING <br /> PRIVATE WALK <br /> 4" MAX CLR <br /> I <br /> L 8' MAXIMUM - <br /> ' nod ' .* . :• '''.'• :;'f'•!,': ': <br /> II . ARCO :s9.► •'� //>:/ <br /> \j' \\�\�\i\�\E\�\ <br /> OF <br /> C� —`'A \/\\/�\�����1/2 EXPANSION <br /> S 0� �� \\/� JOINT MATERIAL <br /> 1 SC POSE e \<\\�/ 16.1 <br /> � <br /> �Rd • ' <br /> MATCH 5:r �/ 7 /AS SHOWN ON STD.DWG.#331 <br /> SIDEWALK :.. ''' %� �� O C. MIN.1 1 , MAX. 14" <br /> GRADE \i`\"\`\" \ 0 <br /> I \\�/•`�� },pc C?) ‘i" <br /> L...._1- COMPACTED SUBGRADE <br /> r•\/i\\ '\ /\\/\0 A <br /> . � <br /> 1/2" EXPANSION111 ELEVATION <br /> JOINT MATERIAL s <br /> YI - 5—O" <br /> 3„ Imo— __®I 3" <br /> /— TO DRAIN <br /> o / NO_N—_SHRINK <br /> N /— <br /> N -ROUT I #4 BARS 2'-0" OC r <br /> . ., : . r <br /> ,,i <br /> _., <br /> -E -. .: . ---:-- .: -.... .. /. \\---7\--- <br /> I -: / • 4 •4 . . •• . .. • ' . . .. <br /> N • 0 04 <br /> ',\v ///\144ORS�\\ " 4" MIN 16 GA. GALV. <br /> /���� �/ /�/Wf SLEEVE STEEL <br /> �, 4 <br /> ~o <br /> I\6•i\ 12"' 12" 12" 6" I I� 6" �I • <br /> (#4 BAR SPACING) <br /> 0WIDTH OF CONCRETE STAIRS OR LANDING <br /> 1 z TO BE FINISHED TO THIS LINE. POST DETAIL <br /> SECTION A—A <br /> I o NOTES: <br /> • <br /> 1. CEMENT CONCRETE STEPS AND CURBS SHALL BE CONSTRUCTED WITH COMMERCIAL MIX CONCRETE <br /> AS CALLED OUT IN WSDOT STD SPECS. AND AS SHOWN ON STANDARD DRAWING NO. 331. <br /> I ' <br /> vai 2. HEIGHT OF RAILING SHALL BE 34" MINIMUM, 38" MAXIMUM TOP OF NOSING TO TOP OF RAILING <br /> 0 I3. USE PEDESTRIAN OR ORNAMENTAL HANDRAIL AS DIRECTED BY THE CITY ENGINEER. SEE STANDARD <br /> u DRAWING NOS. 325, 325A, AND 326. <br /> 4. CLEAR SPACE BETWEEN BALUSTERS SHALL BE A MAXIMUM OF 4". <br /> Q.) <br /> 0 5. STEPS WITH MORE THAN 4 RISERS SHALL HAVE HANDRAIL ON BOTH SIDES. <br /> I <br /> W �,� CITY OF EVERETT CEMENT CONCRETE 7-2-2013 <br /> PUBLIC WORKS STAIRWAY <br /> �� 332 <br /> H ' VERETT DEPARTMENT CONSTRUCTION DETAILS <br /> ii COE Std Dwq: <br />