My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2022_PS-2203001 thru PS-2203500_ - PS-2203471
PublicWorks
>
- PUBLIC SERVICES
>
PERMITS & DEVELOPMENT
>
Encroachment(EP)/Driveway(DW) Permits
>
2022
>
PS-2203001 thru PS-2203500
>
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2022_PS-2203001 thru PS-2203500_ - PS-2203471
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/14/2022 2:50:11 PM
Creation date
11/14/2022 2:48:36 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-2203471
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2022
Notes2
S/S of Little Way 38' and 49' E/O Young Ave.
Address
PO Box 930, Stockton,CA 95201
Application
Pacific Gas & Electric-Stockton
Type
(2)-Bell Holes & (1)-Bore
Supplemental fields
Cross Ref
PWP730052
Type (2)
Encroachment Permit (EP)
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
15
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
Special Conditions for -2- <br />ENCROACHMENT PERMIT <br /> <br /> <br /> <br />12. 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 /> <br />13. 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 /> <br />14. 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 /> <br />15. 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 /> <br />16. 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 /> <br />17. 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 /> <br />18. 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 /> <br />19. 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 /> <br />20. The contractor shall not conduct construction operations in rain or heavy fog conditions. <br /> <br />21. ABANDON IN PLACE: Within forty-five (45) days after the service of a 45-day notice from San <br />Joaquin County Public Works to relocate, change grade, construct, use, maintain, change or <br />modify any street improvement of any County-owned utility facilities, Pacific Gas & Electric shall <br />at its cost and expense, begin the necessary work to remove abandoned facilities in conflict.
The URL can be used to link to this page
Your browser does not support the video tag.