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PW-ENCUTIL-2502402
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Encroachment(EP)/Driveway(DW) Permits
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2025
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PW-ENCUTIL-2502402
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Last modified
7/3/2025 9:16:06 AM
Creation date
7/3/2025 9:15:08 AM
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Permits_Development
DocName
PW-ENCUTIL-2502402
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2025
Location
W/S of Fox Rd. Approx. 1150' S/O HWY 12
Type - Permit Process
PM 47196474 - Excavate 4' x 4' bell hole to repair gas leak. Pre/Post CCTV may take place. Restoration to follow.
Address
3136 Boeing, Stockton,CA 95206
Application
Pacific Gas & Electric
Project #
730052
Type
Utility Encroachment
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Special Conditions for -2- <br />ENCROACHMENT PERMIT <br />and/or adjustment of these facilities as determined by the County at PG&E's expense. (Streets <br />and Highways Code Section 1463) <br />12. 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 />13. 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 />14. 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 />15. 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 />16. Class II Aggregate Base shoulder backing is required from the edge of pavement, a minimum of <br />4-inches thick by 4-feet wide. <br />17. 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 />18. 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. <br />19. County roads shall be kept clean from mud and debris at all times along the access points and <br />work zone areas during entire project. All standard roadway striping and signage shall be clearly <br />visible, maintained and restored throughout the construction zone during and after the project. <br />20. In addition to standard dust control measures, streets shall be maintained in a clean condition, <br />free of dirt, mud and debris during construction activities. The contractor shall provide daily, and <br />as determined to be necessary by County inspectors, street sweeping using a modern <br />mechanical or vacuum -assisted street sweeper. <br />21. The contractor shall not conduct construction operations in rain or heavy fog conditions. <br />
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