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HomeMy WebLinkAbout6234-8© 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECT OF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP RCB CULVERT WITH TRAFFIC T T T B T #5 @ 12" O.C. BOTH LAYERS #8 @ 6" O.C. TOP & BOTT. 84"72" MAX. B H 96"72" MAX. NOTE: 1.WATERPROOFING AS NEEDED TO BE BY OTHERS. 2.SUBGRADE PREPARATION TO BE PER GEOTECH. 3.REFER TO CIVIL PLAN FOR MORE INFORMATION. 4.CONCRETE STRENGTH F'C= 4,500 PSI MIN. SEE TABLEH 14" T 14" 3" C L R . 3" C L R . #8 @ 6" O.C. TOP & BOTT. 48 (d) WHERE LAP OCCUR. 12" C 12" 48 (d) WHERE LAP OCCUR. COLD JOINT WHERE OCCUR. 2% SLOPE2% SLOPE C C CAB L E R A I L I N G D E T A I L S F O R R E F E R E N C E O N L Y 11.28.2312/20/23