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Special Conditions for -2- <br />ENCROACHMENT PERMIT <br />All pipe and pipeline related facilities including, but not limited to, valves, utility boxes and vaults, <br />and frames and covers shall be maintained by Pacific Gas and Electric, including any facilities <br />that are abandoned in place. Pacific Gas and Electric shall be responsible for any and all costs <br />associated with the removal, relocation and/or adjustment of these facilities as determined by the <br />County at Pacific Gas and Electric’s expense. (Streets and Highways Code Section 1463) <br />All future maintenance of the pipeline and related facilities within the County right-of-way will <br />require a San Joaquin County Encroachment Permit. <br />Trenches/bell holes shall be maintained in a smooth and even condition to the satisfaction of the <br />County throughout the project limits at all times. <br />All trenches/bell holes shall be completely backfilled or shored and plated at the end of each <br />workday, and the roadway restored to two-way traffic. If plating is to be used, a trench shoring <br />and plating plan suitable for traffic loadings shall be prepared by a registered civil engineer and <br />submitted for prior approval by the County. <br />The contractor shall use San Joaquin County Improvement Standard R-29 when backfilling <br />trenches/bell holes within the County right-of-way. Where the existing road structural section is <br />below standard, a minimum section of 3 inches of asphalt concrete over 8 inches of aggregate <br />base shall be required. <br />Final paving for trench repair or road resurfacing shall be per Caltrans’ specifications and shall <br />not occur between November 1 and March 31, without prior authorization from the San Joaquin <br />County Department of Public Works Field Engineering Division, contact them at 209-953-7421. <br />No paving joints are allowed within paved shoulder; contractor shall pave all the way to outer <br />edge of paved shoulder. <br />Class II Aggregate Base shoulder backing is required from the edge of pavement, a minimum of <br />inches thick by 4-feet wide. <br />Contractor shall establish existing roadway and drainage grades within the construction area. <br />Any repair to roadways and adjacent areas shall match existing grades. Any proposed grade <br />changes shall receive prior approval from County. <br />Above ground vaults, panels and/or other similar facilities will be allowed within the right-of-way if <br />located as far to the outside edge as possible. Utility vaults shall be located a minimum of 4’-0” <br />from edge of pavement.