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A B C D E F G H I <br /> NOTES: <br /> 1. ALL STEEL TO CONFORM TO ASTM SPECIFICATION AS <br /> DEFINED IN THE BILL DF MATERIAL. <br /> 3. FINISH: PRIME AND PAINT PER XXX. <br /> 4. ALL SHARP EDGES AND CDRNERS TO BE GROUND <br /> SMOOTH. <br /> 5, ALL WELDING TO CONFORM TO THE LASTEST EDITION <br /> OF THE AMERICAN WELDING SOCIETY SPECIFICATION <br /> AWS--D 1.1. <br /> 2 <br /> t03'-3' <br /> 6X 12'-10 1/4" = 77'-1 1/2'. - 12'-10 1/4"----- - 2 1/2' <br /> I <br /> CHAIN LINK TO TOP 3/16" THK DECK PLATE CONVEYOR <br /> (NOT SHOWN) WALKWAY (EACH SIDE OF RIGHT-OF-WAY V <br /> 3 CONVEYOR) Z <br /> Co <br /> 444 Ln <br /> °°a4og4np4po44. °pQaaa paa 4 -4 ° nddaa aQana4°°a°4 adq a qQ,'aa °44Gad °.44444 4 qQ4 °°°aQ°4 a°pa°aa 4 a° °a °pap°aa4°n4°a°n4 °�aa a'aaa44°n°aa°a`a°a°a4° nQa °Q°n°Q°a4°aaa4°q °a°n a an°4°a°aa°n°a°°a° 7 � �o <br /> d a a n 4 n p 4 4 4 a p 4 a a q 4 a 4 4 d 4 4 p a p a n q C 4 °p 4 4 4 p a d p d q a O p d p 4 n 4 d n p C a 4 d °n 0 1 <br /> c <br /> - - - - - - - - - - - - ! - - 4' 10'-4' 0� �00�� <br /> cp <br /> 4 °a a p d a4 a q - 4 a p a a d <br /> � Q 4 °4s °p °4a q ° ° ° a ° °4°ddq°° q4 4°°°°° ° ° 4 Oa N�cn 4"40;Z <br /> o °°4 °4 ° °a °4 ° 4aa4 6 Ne, 4. <br /> 4.4 a 4. 'a ann p d wV Y Z C, <br /> �N-'. <br /> w a <br /> m a <br /> 5" X 5" X 3/8" TUBE STEEL TOP VIEW W <br /> STRINGERS AND LATERAL BRACING <br /> (TOP & BOTTOM) 0 0- <br /> 14X 6'-5 1/4' = 90'-1 1/2" ---6'-5 1/4' Ij 0 <br /> —CHAIN LINK ON HALF OF BRIDGE W"� m c �M Y�WP NO6M IIOVBfh:F <br /> � m <br /> HEIGHT AND CONTINUOUS ON TOP <br /> ��sA>�7 Vs� a�m� <br /> I <br /> �.Y" .�y"`C.�w y,Y•:" yy "" ..y.. Y v <br /> r,Y, ;x:%� �v <br /> �y �yY rye >r y��vy vy Jxy yYry �yy � vi�r, w x vr� rY :y v y <br /> err v 'r <br /> yy �xr <br /> �yw: r y y yy r yy y rrr yy ivy rx y r� y y �r y y �y Y yr yy ,.y y v x�y�ry <br /> Mardn Marietta <br /> Materials <br /> 1/8" THK FLAT 3'-a 1/2" <br /> 6 STEEL HALF BRIDGE 5" X 5° X 3/8" TUSE CONVEYOR <br /> HEIGHT STEEL STRINGERS 3" X 3- X 3/16" TUBE STEEL RIGHT-OF-WAY <br /> SIDE VIEW VERTICAL AND DIAGONAL END VIEW <br /> (TOP & BOTTOM) BRACING NS & FS <br /> •;10 s �AYN TN 03/02/2016 <br /> Ir <br /> �� r Ct� J0 03/02/2D15 <br /> µ Q ur JDOEW <br /> 03/D2/2016 <br /> BRIDGE CONVEYOR WELDMENT > sGtFSEE SHEET <br /> TA HILL ROAD <br /> I�AQ••"4-�QiZ CONVEYOR BRIDGE <br /> (ELEVATION VIEW) ii�� � co ���� STRUCTURu <br /> bkww KOM EHEU <br /> 16004-500 1 OF 3 <br />