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1 1/4"� SCHEDULE 40 ASTM A501 2�-6" 6'-0' TYP. <br /> STEEL PIPE AT 6' MAX N <br /> 2 X 8 CAP RAIL CENTERS. INSTALL POS� Q <br /> VERIICALLY PLUMB. a <br /> 2 X4 TOP AND � � N �' <br /> BOTTOM RAIL 1 1/4"0 SCHEDULE 40 ASTbI A501 B B ? I =6" <br /> STEEL PIPE RAILS PARALIEL _� v i� <br /> . TO GRADE TANGENTS. <br /> a� <br /> � <br /> BASE PLAiE � <br /> t/2" X 8" x 6' R�s� <br /> GALV. STEEL <br /> POST DETAIL <br /> RAILING ELEVATION <br /> 5/4 X 6 PALES <br /> ON 2" SPACING <br /> t t/4"0 PIPE RAILS <br /> 4X4 POST <br /> 1/8 <br /> 6' HIGH CEDAR "BOARD ON BOARD' FENCE 8' <br /> 1 1/4"0 PIPE POST 5 ��2- <br /> � ��q• <br /> DETAIL 1 SITE BREAK FENCE � ��2�b HILTt KWIK BOLT 1/8 <br /> EXPANSION ANCHORS — TYP. <br /> Scale: N.T.S. SECTION B—B _ _ BASE P�a� '� <br /> c�os c3o2 i/z' x e' x e' <br /> �RAIL ABOVE � � � GALV. STEEL <br /> � <br /> —� �n � 2—�3 STIRRUPS O 6" CENiERS <br /> . I i I AROUND ANCHOR BOLTS—TYP. <br /> — — �'4 BARS CONT.—TYP. o 0 <br /> � <br /> HOLES FOR 1/2"f � INSTALI BASEPLATE OVER ENDS OF <br /> BOLTS � BOLTS INTO FRESH CONCRE'fE TO <br /> � SERVE AS BEARING PAD, FLUSH <br /> POST BASE PLATE �TM TOP Of CONCRETE <br /> REINFORCEMENT DETAIL—END VIEW <br /> RAILING NOTES: <br /> 1. ALL POST AND RAILS SHALL BE HOT DIP GALVANIZED AND PAINTED. COLOR SHALL BE A <br /> CHOSEN BY 1}1E OWNER. PAINT SHALL BE IN ACCORDANCE WITH THE "STANDARD a` <br /> SPECIFlCATIONS FOR ROAD AND BRIDGE CONSTRUCTION IN ILLINOIS", LATEST EDI710N. <br /> 2. SHOP DRAWINGS OF THE RAILING SHALL BE SUBMITTED TO THE OWNER FOR REVIEW. <br /> 3. PROVIDE SLIP JOINT EXPANSION JOINTS �N RAILS AT ALL CHANGES IN SLOPE {MINIMUM). � <br /> 4. RAILS SHALL NOT BE FlELD WELDED. . , <br /> 5. SPACING BETWEEN ALL RAILS SHALL BE LESS THAN 4 INCHE5. <br /> � <br /> DE7AIL 2 HAND RAILING $ <br /> Scale: N.T.S. � <br /> C301 C302 <br /> REV.N0. DESCflIPiION B( MlE APPitO�ED <br /> FENCE DETAILS <br /> o�sa+ BKB � <br /> wre 12/Ot NEW MEDICAL OFFICE BUILDING VARIOUS <br /> ow�wr� TI.S ewc Paaccr No. <br /> o�h 12/01 418-0101 <br /> a�ecKmRM �. MARY'S HOSPITAL w���� <br /> wh �Z/0 1800 E. LAKE SHORE DRIVE <br /> DECATUR, IL <br /> �R�� DRAWINC N0. <br /> �'`TE � BIANK.WESSELINK,COOK <br /> ��� � dCA550CIATf S, INC. C3OZ <br /> MPk. <br /> WTE ARCHRECTS ENGIXEERS <br />