Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2022_PS-2203501 thru PS-2204000_ - PS-2203616

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Special Conditions for ENCROACHMENT PERMIT -2- 12. All pipe and pipeline related facilities including, but not limited to, valves, utility boxes and vaults, and frames and covers shall be maintained by Cal Water, including any facilities that are abandoned in place. Cal Water shall be responsible for any and all costs associated with the removal, relocation and/or adjustment of these facilities as determined by the County at Cal Water's expense. (Streets and Highways Code Section 1463) 13. All future maintenance of the pipeline and related facilities within the County right-of-way will require a San Joaquin County Encroachment Permit. 14. Trenches/bell holes shall be maintained in a smooth and even condition to the satisfaction of the County throughout the project limits at all times. 15. All trenches/bell holes shall be completely backfilled or shored and plated at the end of each workday, and the roadway restored to two-way traffic. If plating is to be used, a trench shoring and plating plan suitable for traffic loadings shall be prepared by a registered civil engineer and submitted for prior approval by the County. 16. The contractor shall use San Joaquin County Improvement Standard R-29 when backfilling trenches/bell holes within the County right-of-way. Where the existing road structural section is below standard, a minimum section of 3 inches of asphalt concrete over 8 inches of aggregate base shall be required. 17. Monterey Avenue and Michigan Avenue subject to pavement cuts shall receive a Type II Slurry Seal Coat as per San Joaquin County Department of Public Works Improvement Standards Section 2-5.0 Trench Cut Policy. Shoulder areas shall be brought up to the finish grade as directed by the County. 18. Final paving for trench repair or road resurfacing shall be per Caltrans' specifications and shall not occur between November 1 and March 31, without prior authorization from the San Joaquin County Department of Public Works Field Engineering Division, contact them at 209-953-7421. 19. No paving joints are allowed within paved shoulder; contractor shall pave all the way to outer edge of paved shoulder. 20. Class II Aggregate Base shoulder backing is required from the edge of pavement, a minimum of 4 -inches thick by 4 -feet wide. 21. Contractor shall establish existing roadway and drainage grades within the construction area. Any repair to roadways and adjacent areas shall match existing grades. Any proposed grade changes shall receive prior approval from County. 22. Above ground vaults, panels and/or other similar facilities will be allowed within the right-of-way if located as far to the outside edge as possible. Utility vaults shall be located a minimum of 4'-0" from edge of pavement.