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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2013_PS-1302501 thru PS-1303000_ - PS-1302848
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2013_PS-1302501 thru PS-1303000_ - PS-1302848
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Last modified
6/15/2021 4:20:24 PM
Creation date
12/30/2015 6:03:50 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-1302848
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2013\PS-1302501 thru PS-1303000
Year2
2013
Supplemental fields
Applicant
PACIFIC GAS & ELELCTRIC - STOCKTON
Contracts
CrossReference
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
Owners
Parcel Address
S/S OF LARCH RD. 180' E/O CORRAL HOLLOW RD.
Primary Parcel
Type (2)
PS-1302848
Tags
Permits_Development
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Special Conditions for -2- <br /> ENCROACHMENT PERMIT <br /> 13. Temporary pavement shall be provided for all trench areas within three days of pavement <br /> removal or by Friday of each week, whichever is more restrictive. <br /> 14. Final trench paving will be required to be placed when interruptions or delays of the work exceed <br /> two (2) weeks. <br /> 15. Roadway areas subject to pavement cuts shall receive a 0.10-foot asphalt concrete overlay from <br /> the centerline (or lane line) to the edge of the travelled 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 /> 16. No paving joints allowed within paved shoulder, contractor shall pave all the way to outer edge of <br /> paved shoulder. <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. Shoulder backing shall be backed with Class II Aggregate Base from edge of pavement a <br /> minimum of 4-inches thick by 4-foot wide. <br /> 19. School buses shall be passed through the work zone with minimal delays. <br /> 20. Above ground ARV boxes and other similar facilities will be allowed within the right-of-way if <br /> located as far to the outside edge as possible and if the location either meets AASHTO Clear <br /> Zone guidelines or is protected by an existing obstruction such as a tree or utility pole. Utility <br /> vaults 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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