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-- _ _ � " <br /> _ o <br /> - -- —- - — - -- -- -- m <br /> � a <br /> 8' maximum between � SLIP JOINTS a' Mf.%IMUM I ° <br /> Typical post � -I' — CORYERS SEE DETA� s�l �.{ � c <br /> 1 1/2' Dia Std.ppe � Maximum between handrail brace MIlERED 45' 1 1/2' DIA. STD PIPE I �n � <br /> Nand rail a[36" BfaC2 4" MAX. 0 8 <br /> — � = 3 <br /> � � � <br /> 3/4' DIA. <br /> N p <br /> � p / 3 " ia d ' <br /> STD PIPE + � � '" <br /> N <br /> \ 4��X.a � <br /> 0 <br /> n <br /> / <br /> �� � ^ m <br /> / � r <br /> 42" .. :: .. : _ n <br /> i ;:�.:_ ,. ,. <br /> . .`` : ' .. . SURLF CE. ., ..... � <br /> 36' ` � • ' <br /> ` � ��' � SEE DETAIL A 1 1/2' DIA. STD PIPE V <br /> SLIP JOINTS <br /> U <br /> TOF' OF WALL I�-- 5" — z <br /> ------_ - ----- OR SIDEWAIK V� <br /> m <br /> - ---. --- . -- - _------ - -- -i � SLOPE TO DRAIN f- 3" �-�� � � in J <br /> � 3� f Slip Joint Detaii W W <br /> ' I _ Ctl _I , .t � � a Y � <br /> � U �Round Handrail � �� / ��� a, NON-SHRINK i i � � <br /> \ l l�Z„ �� 3�� --{ 1 4 G R O U T � � � � <br /> / \ 16 GA. GALV. o a <br /> / \ 46"-� �— STEEL SLEEVE 3 '� <br /> Handrail Brace � � � Posr �3' DIA.) �- SLIP JOINT DETAIL �o � <br /> � every 4 feet _ <br /> 1 UE fAIL A DETAiL B •– <br /> \ � 1 1/2"O.D.5[d. Dia T bing� a <br /> - 1 1/2" STD. PIPE O <br /> \ Notes.-- - — - -- -- - - - � > <br /> 4Z�� 1. Steel railings materials shall be seamless steel 3/4" SCH 40 (STD PIPE) � � <br /> \ Slope to drain � <br /> 36�� Non-shrink Pipe mnforming to the requirements of ASfM A BA N 10LE AND T ACIC TYF'. O EACH POST tn � <br /> gfOUt 120, structural steel conforming to ASTM 36, Of WELDED OPPOSITE ��� fOR ALL RAIL � � <br /> tubular sections of hot rolled mild steel, confonnin9 TRAFFlC � sEcnoNs � � <br /> 3" dia 16 ga Galv to /ISTM 501, AII welding shall conform to <br /> � steel sleeve American Welding Society Structural welding code NOTES: <br /> �� t. MATERIAL FOR PEDE57RIAN HANDRAIL SFIALL BE ALUMINUM (AST1A 8-425) <br /> �j _ COfl1(�C[2d AWS Dl.i. ARer fabricatlon each sedion of railing OR GALVINIZED STEEL (ASTM 120) AS APPROVED BY 1HE CITY ENGINEER. <br /> �� Crushed rock shall be hot dipped galvanized with a minimum Date 7/30/03 <br /> §! 4 2. SEE STANDARD DRAWING No. 325A FOR ADDITIONAL FABRICAiION AND <br /> ZIf1C COatlfl J Of 2 OUIIC2S pEf SC�Uaf2 f00t. SPECIFICATION REOUIREMENTS. <br /> 2. All burs and sharp edges shall be removed prior 3. PROVIDE SLJP JOINTS AT STAIRWAY EXPANSION JOINTS AND AT EVERY Revised <br /> � � , [0 J81VBf11ZIf1J. 24 FEET ON CENTER MAXIMUM. <br /> 3. Field welds shall be galvanized with such <br /> materials as "Galalloy" or Galvicon. Painting of <br /> 4�� $�� welds will not be permitted �nn� <br /> � � - <br /> � 4. Provide slip joints at expansion joints and at �`��` <br /> �^`I every 24 feet on ce�ter maximum. RaIIICIg T�/pe B — f n,^v ' <br /> Post Detail 5. Maximum spacing of posts shail be 8 feet on 3 2 5 <br /> _ _ SCALE: NTS <br /> center and 6 feet on curved alignments less th� , �^^ <br /> Railing Detail Type A with 30 feet in radius. � <br /> Hand Rail 6. Railing shall be erected and adjusted, if <br /> � necessary to provide a continuos line and grade. SHE� <br /> y 8 of 9 <br />