My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PW-ENCROACH-2403276
PublicWorks
>
- PUBLIC SERVICES
>
PERMITS & DEVELOPMENT
>
Encroachment(EP)/Driveway(DW) Permits
>
2024
>
PW-ENCROACH-2403001 thru PW-ENCROACH-2403500
>
PW-ENCROACH-2403276
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/7/2025 9:41:14 AM
Creation date
7/7/2025 9:40:17 AM
Metadata
Fields
Template:
Permits_Development
DocName
PW-ENCROACH-2403276
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2024
Location
4010 E. Fremont Avenue, Stockton,CA
Type - Permit Process
Frontage Improvements and Utility Installation
Address
PO Box 1447, Lodi,CA 95241
Application
Muhammad Bilal
Project #
110005
Type
Encroachment Permit
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
-2- <br />Special Conditions for <br />Encroachment Permit <br />13. 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 />14. Trenches shall be maintained in a smooth and even condition to the satisfaction of the County <br />throughout the project limits at all times. <br />15. The contractor shall use San Joaquin County Improvement Standard R-29 when backfilling <br />trenches within the County right-of-way. Where the existing road structural section is below <br />standard, a minimum section of 3 inches of asphalt concrete over 8 inches of aggregate base <br />shall be required. <br />16. Oro Avenue subject to pavement cuts shall receive a seal coat for the half of the roadway with <br />trenching as per San Joaquin County Department of Public Works Improvement Standards <br />Section 2-5.0 Trench Cut Policy. Shoulder areas shall be brought up to the finish grade as <br />directed by the County. <br />17. Final paving for trench repair or road resurfacing shall be per Caltrans' specifications and shall <br />not occur between November 1 and March 31, without prior authorization from the San Joaquin <br />County Department of Public Works Field Engineering Division, contact them at 209-953-7421. <br />18. No paving joints are allowed within paved shoulder; contractor shall pave all the way to outer <br />edge of paved shoulder. <br />19. 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 />20. 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 />21. 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 />22. 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 />23. 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 />24. The contractor shall not conduct construction operations in rain or heavy fog conditions. <br />
The URL can be used to link to this page
Your browser does not support the video tag.