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� � n <br /> N <br /> m <br /> __ __.__._ -� 9 t� <br /> S' maximum between posts ��P '�NT' I e' MAXIMUM a = <br /> Typical post ' CORNERS SEE DETAIL B �►{ = s <br /> i i/z• oia scd.ppe . �imum between hancirail bace MITERED 45' 4� MA� 6 I i t/2� DIA. STL� PIPE S m 3 <br /> Hand rail at 35• BrdC@ + _, <br /> 3,�4� DIA. <br /> � � � u <br /> � 3 ia d STD PIPE ' m W <br /> P \ I 4"�X.< � o <br /> ,- _ � � <br /> � � <br /> � . ^ <br /> . . . .. ... . . <br /> � <br /> 42" •.. . ,. . . :. , . .� . . . . � _ � <br /> ..:.; .. .. . . .,. .:.. . .. . : .::, <br /> � � WALHING � � <br /> � SURFACE � <br /> � <br /> 36� \` �–��,'� SEE DETAIL A • • 1 1/2' DIA. STD PiPE <br /> — SLIP JOINTS � <br /> TOP OF WALL r-- 5� z <br /> OR SIDEWAl1C m <br /> -----_--__--_--'-- ---- SLOPE TO DRAIN s�— 3" —� �–�-� � � m <br /> � <br /> -- _ __ ,,�_.�-,..�F..=___��---r�.__�...� <br /> � 3� f Slip Joint Detail � a Z �"� <br /> �_ �11 � 8� .i a V � <br /> � Round Handrail � � 1/,4�� NON-SHRINK � � � � <br /> 1 1/2" I�—_ 3�t � �'— GRouT � � o � Q <br /> / \ � 16 GA. GALV. 0 3 ,� <br /> / 46 STEEL SI.EEVE <br /> � Handrail Brace � � POST �3' DIA.) ��n � <br /> every 4 f e e t � �' SLIP JOINT DETAIL ^ o � <br /> ( � DETAIL A DETAIL B a <br /> \ / 1 1/2"O.D.Std. Dia T bing <br /> ----------...----__— � 1 1/2' STD. PIPE � <br /> � Notes: � <br /> 42�� 1. Steel railings materials shall be seamiess steel 3�4• �H ao (STD PIPE) -�p 0 <br /> \ �, Slope to drain <br /> 36 pipe conforming to the requirements of F�'M A BALUSTERS INSERTED <br /> Non-shrink IN HOLE AND TACK TYP. O EACH POST V� <br /> JfOUt 120, structural steel conforming to ASTM 36, Of yyE�pED OPPOSITE ��4 FOR ALL RAIL � � <br /> tubular sections of hot rolled mild steel, oonforming rKnFFlc I sec�oNs � � <br /> 3" dia 16 ga Galv to ASTM 501. AI! welding shall oonform to NOTES: <br /> t � steel sleeve q�rican Welding Society Structurat weiding oode <br /> �� AWS Dl.l. ARer fabrication each sedion of railing �� MATERIAL FOR PEDESTRIAN HANDRAIL SHALL BE ALUMINUM (AST1A 8-429) <br /> y' 4" C�m��� OR GALVINIZED STEEL (AS7L1 120) AS APPROVED BY THE CITY ENGINEER. <br /> g, CfUShOd fOCk shali be hot dipped galvanized with a minimum 2, SEE STANDARD DRANANG No. 325A FOR ADDITIONAL FABRICAiION AND Date 7/30/03 <br /> ZI�C COa[If1J Of 2 OUf1025 p2� SQUafE f00t. SPECIFlCATION REWIREMENTS. R2VI52d <br /> 2. All burs and sharp edges shall be removed pricx 3' 24 FE T ON C N�1�R MAXIMUMWAY EXPANSION JOINTS AND AT EVERY <br /> I to galvanizing. <br /> � 3. Fieid welds shall be gaivanized with such <br /> — materials as "Galalloy" or Galvicon. Painting of <br /> 4�� 8�� <br /> _ welds will not be permitted d�b <br /> � � 4. Provide slip joints at acpansion joints and at r>�� <br /> 6�_ � every z4 teet on center maximum. Rallltlg Type B <br /> Post Detail <br /> �1 5. Maximum spacing of posts shall be 8 feet on 325 scn�e: ��rs ",� <br /> --- ---- _ . ------ <br /> center and 6 feet on curved alignments iess en <br /> � <br /> Railing Detail Type A with 30 feet in radius. �. <br /> 6. Railing shall be erected and adjusted, � SHEET <br /> Hand Rai I necessary to prwide a continuos line and grade. <br /> �� 8of9 <br />