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EXISTING <br /> CONCRETE <br /> PAVEMENT <br /> SAWCUT <br /> JOINT <br /> © O O <br /> /. \ TRUCTUON <br /> °' :SRAL <br /> "•: / • e, SECTI <br /> z' <br /> BASF, I' MIN 1' MIN rvLL <br /> O - zY <br /> ZU <br /> Wq <br /> llm <br /> • <br /> • <br /> 2 <br /> / • <br /> a <br /> s.� <br /> icdoil i to."4O�IiI i III <br /> CONSTRUCTION NOTES <br /> U REMOVE AND REPLACE THE EXISTING STRUCTURAL. SECTION TO A MINIMUM WIDTH OF 1' BEYOND LIMIT <br /> OF TRENCH ON EACH SIDE OR TO NEAREST JOINT. WHICHEVER IS GREATER. SPECIFIC LIMITS OF <br /> PAVEMENT RECONSTRUCTION TO BE DETERMINED BY THE CITY ENGINEER. <br /> O2 REPLACEMENT CONCRETE THICKNESS SHALL BE A MINIMUM OF 2" GREATER THAN EXISTING CONCRETE <br /> SECTION AND SHALL HAVE A MINIMUM THICKNESS OF 8" PCC OVER 6" AGGREGATE BASE. <br /> 0 SEE SHEET 4 OF 5 FOR MATERIALS AND REQUIREMENTS. <br /> 0 DOWELS FOR CONTACT JOINTS SHALL BE #4 BARS. 18" LONG AND SPACED @ 24" ON CENTER. <br /> p°y'IK,N gyp. <br /> 41 W r tc, <br /> >PP ° f ' 7Z o CITY OF SANTA ANA o i° <br /> c ENGINEER PUBLIC WORKS AGENCY SANTA 4&N ' <br /> DATE REVISION UTILITY TRENCH DETAIL STD. PLAN <br /> 12/16/9B SA EITIDNAL NOTE •5 NUMBER <br /> 08/01/00 SA REVISED NOTES AND DETAIL PCC PAVEMENT <br /> 112,14/ea REVISED STANDARD PLAN NUMBER TRENCH PAVEMENT REQUIREMENTS 1150 <br /> SHEET20F5 <br /> I r <br />