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EXISTI <br />ASPHAI <br />PAVEME <br />CONSTRUCTION NOTES <br />�z' <br />STING <br />1T/GUTTER <br />0 LIMIT OF TRENCH. IF THE LIMIT OF TRENCH IS WITHIN 3' FROM A JOINT" REPLACE THE ENTIRE <br />SEGMENT FROM THE LIMIT OF TRENCH TO THE JOINT. SPECIFIC LIMITS OF RECONSTRUCTION TO BE <br />DETERMINED BY THE CITY ENGINEER. <br />MATCH EXISTING PAVEMENT SECTION (CONVENTIONAL OR RUBBERIZED ASPHALT) AS DIRECTED BY THE <br />CITY ENGINEER AND AS FOLLOWS: <br />STREET TYPE <br />AC MINIMUM <br />PAVEMENT THICKNESS <br />LCCAL <br />6" <br />INDUSTRIAL <br />10" <br />COLLECTOR <br />12" <br />ARTERIAL <br />AS DIRECTED BY CITY ENGINEER <br />SEE STANDARD PLAN SHEET 4 FOR MATERIALS AND REQUIREMENTS. <br />SEE STANDARD PLAN 1151 FOR LIMITS OF PAVEMENT REPAIR FOR STREETS UNDER <br />MORATORIUM AS DESCRIBED IN SAMC 33-54. <br />o CITY OF SANTA ANA o <br />PUBLIC WORKS AGENCY <br />REVISED STANDARD PLAN NUMBER UTILITY TRENCH DETAIL <br />ASPHALT PAVEMENT <br />TRENCH PAVEMENT REQUIREMENTS <br />STD. PLAN <br />NUMBER <br />1150 <br />SHEET 1 OF 5 <br />