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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2018_PS-1800000 thru PS-1800500_ - PS-1800349
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2018_PS-1800000 thru PS-1800500_ - PS-1800349
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Last modified
6/14/2024 2:30:50 PM
Creation date
6/14/2024 2:28:39 PM
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Template:
Permits_Development
DocName
PS-1800349
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2018
Notes2
SW Corner Of Ashley Ln. and Hildreth Ln.
Type - Permit Process
Road Widening
Address
847 N. Cluff Ave., STE. A2, Lodi,CA 95240
Application
Dillon and Murphy
Supplemental fields
Cross Ref
PWP790103
Type (2)
Encroachment Permit (EP)
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-2 - <br />Special Conditions for <br />Encroachment Permit <br />12. 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 />13. Ashley Lane subject to pavement cuts shall receive a seal coat as per San Joaquin County <br />Department of Public Works Improvement Standards Section 2-5.0 Trench Cut Policy. Shoulder <br />areas shall be brought up to the finish grade as directed by the County. <br />14. No paving joints are allowed within paved shoulder; contractor shall pave all the way to outer <br />edge of paved shoulder. <br />15. Class II Aggregate Base shoulder backing is required from the edge of pavement, a minimum of <br />4 -inches thick by 44eet wide. <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 />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 />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 />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 actives. 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 />20. The contractor shall not conduct construction operations in rain or heavy fog conditions. <br />
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