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7.3.E. - Page 10 ATTACHMENT 2 <br /> C. Size of bonding wires changed from 8 AWG to 4 <br /> AWG. <br /> SECTION 02730 SANITARY SEWERS <br /> 2.04 SANITARY SEWER CLEANOUTS <br /> C. Cleanout box shall be Christy concrete type F08 <br /> Curb Valve Box with FO8R lid marked "SEWER" <br /> when installed in location not subject to vehicular <br /> loading. <br /> D. When installed in location subject to vehicular <br /> loading, cleanout box shall be Christy concrete <br /> type GO5T Traffic Valve Box with GO5CT Traffic <br /> Lid marked "SEWER" and shall be provided with <br /> 8" concrete base. <br /> 2.05 SANITARY SEWER LATERALS <br /> C. Sanitary sewer lateral shall be installed <br /> perpendicular to the main sewer line or as directed <br /> in the field by City Inspector. Tracer wire shall be <br /> installed in lateral pipeline and conform to City <br /> Standard details. <br /> SECTION 02732 CLEANING AND CLOSED CIRCUIT TELEVISION (CCTV) <br /> INSPECTION OF SEWER PIPE. (NEW SECTION) <br /> SECTION 02733 POINT REPAIR (NEW SECTION) <br /> SECTION 02734 PIPE BURSTING (NEW SECTION) <br /> SECTION 02737 CURED IN PLACE PIPE (NEW SECTION) <br /> SECTION 02738 MANHOLE REHABILITATION (NEW SECTION) <br /> SECTION 02740 FLOW BYPASS SYSTEM (NEW SECTION) <br /> SECTION 02840 ROADWAY MARKING AND ACCESSORIES <br /> Reference to codes and regulations are updated. Traffic signs, <br /> roadway markers and delineators, traffic stripes, pavement <br /> markings, and pavement markers shall be placed in the locations <br /> shown on the plans and shall conform to the applicable sections of <br /> the California MUTCD and the State of California Highway Design <br /> Manual. Traffic stripes and pavement markings shall be <br /> thermoplastic material, unless otherwise noted on plans. <br /> Thermoplastic stripes and markings shall be extruded <br /> thermoplastic conforming to Section 84-1 and 84-2 of the State <br /> Standard Specifications. Submit certificates of compliance <br /> showing conformance with this specification for each load of <br /> material delivered to the job site. Reflectors for markers and <br /> delineators must consist of Type III or higher grade retroreflective <br />