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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2012_PS-1201001 thru PS-1201500_ - PS-12-01294
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2012_PS-1201001 thru PS-1201500_ - PS-12-01294
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Last modified
6/15/2021 4:06:31 PM
Creation date
12/30/2015 3:23:26 PM
Metadata
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Template:
Permits_Development
DocName
PS-12-01294
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2012\PS-1201001 thru PS-1201500
Year2
2012
Supplemental fields
Applicant
PACIFIC GAS & ELECTRIC- STOCKTON
Contracts
CrossReference
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
Owners
Parcel Address
S/S OF WOODBRIDGE RD. 105' W/O DEVRIES RD.
Primary Parcel
Type (2)
PS-12-01294
Tags
Permits_Development
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Special Conditions for -2- <br /> ENCROACHMENT PERMIT <br /> 14. All trenches shall be completely backfilled or shored and plated at the end of each workday, and <br /> the roadway restored to two-way traffic. If plating is to be used, a trench shoring and plating plan <br /> suitable for traffic loadings shall be prepared by a registered civil engineer and submitted for prior <br /> approval by the County. <br /> 15. 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 /> 16. Roadway areas subject to pavement cuts shall receive a 0.12-foot asphalt concrete overlay from <br /> the centerline (or lane line) to the edge of the traveled way. If the pavement is disturbed on both <br /> sides of the centerline (or adjacent lane), then the entire roadway (or affected lanes) shall be <br /> resurfaced. All pavement conforms shall be ground to provide a flush surface. Contractor shall <br /> grind and overlay within 10 working days of permanent trench paving. Shoulder areas shall be <br /> brought up to the finish grade as directed by the County. <br /> 17. No paving joints allowed within paved shoulder, contractor shall pave all the way to outer edge of <br /> paved shoulder. <br /> 18. Disturbed shoulder edge shall be backed with Class II Aggregate Base from edge of pavement a <br /> minimum of 4-inches thick by 6-foot wide. <br /> 19. School buses shall be passed through the work zone with minimal delays. <br /> 20. Above ground boxes and other similar facilities will be allowed within the right-of-way if located as <br /> far to the outside edge as possible and if the location either meets AASHTO Clear Zone <br /> guidelines or is protected by an existing obstruction such as a tree or utility pole. Utility vaults <br /> shall be located a minimum of 4'-0" from edge of pavement. <br /> 21. 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 /> 22. 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, or as <br /> needed, street sweeping using a modern mechanical or vacuum-assisted street sweeper. <br /> 23. The contractor shall not conduct construction operations in rain or heavy fog conditions. <br />
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