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. <br /> EXISTING 23 EXISTING <br /> ASPHALT JOINT/GUTTER <br /> PAVEMENT • <br /> tor „re,. /°2/r . <br /> MI <br /> 01' MIN zm <br /> oir <br /> . N <br /> • <br /> . • N <br /> �.. <br /> i 4 e <br /> y 11 N F <br /> W <br /> c,�y '�welb . y.. y.,,i y. ; to <br /> . " ►"_;liner ra an4C.:e0y <br /> r Keaa <br /> ' cyyo•QO+p..0%; i <br /> CONSTRUCTION NOTES • <br /> • <br /> C1 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: MM <br /> STREET TYPE PAVEMENIIANTHICCKNE$$ <br /> LOCAL 6" <br /> INDUSTRIAL 10" <br /> COLLECTOR 12" <br /> ARTERIAL AS DIRECTED BY CITY ENGINEER <br /> C2 SEE STANDARD PLAN SHEET 4 FOR MATERIALS AND REQUIREMENTS. <br /> O SEE STANDARD PLAN 1151 FOR LIMITS OF PAVEMENT REPAIR FOR STREETS UNDER <br /> MORATORIUM AS DESCRIBED IN SAMC 33-54. <br /> a <br /> PRDVE0CITY OF SANTA ANA <br /> CITY NvI LER/1-- . PUBLIC WORKS AGENCY " ` ThANA` <br /> DATE REVISION UTILITY TRENCH DETAIL STD. PLAN <br /> I2/l4/P9 REVISED STANDARD PLAN NUMBER <br /> ASPHALT PAVEMENT NUMBER <br /> TRENCH PAVEMENT REQUIREMENTS 1150 / <br /> SHEET OF / <br />