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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2008_EP-08-1000 thru EP-08-1999_ - EP-08-1460
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2008_EP-08-1000 thru EP-08-1999_ - EP-08-1460
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Last modified
6/15/2021 10:52:48 AM
Creation date
12/30/2015 10:24:02 AM
Metadata
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Template:
Permits_Development
DocName
EP-08-1460
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2008\EP-08-1000 thru EP-08-1999
Year2
2008
Supplemental fields
Applicant
Contracts
CrossReference
Date Entered
4/30/2008
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
Encroachment Permit
Owners
California Water Service
Parcel Address
W/S of Newton Rd. 1400' N/O Cherokee RD.
Primary Parcel
W
Type (2)
Tags
Permits_Development
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SPECIAL CONDITIONS FOR <br /> NEWTON RD.-CALWATER <br /> ENCROACHMENT PERMIT <br /> 1. Maintain traffic controls for all roads. Traffic control delays shall not exceed 15 minutes. <br /> Two-way traffic shall be maintained during non-working hours with excavated areas backfilled or <br /> plated. During working hours, two-way traffic control shall be maintained with one lane open and <br /> appropriate flaggers. <br /> 2. Due to traffic volume, work shall be performed during evening hours after 6:00 p.m. or on a <br /> Saturday with one lane road closure with flaggers. <br /> 3. Special attention, by the contractor, shall be made for the traffic signal timing and the RIR <br /> crossing. <br /> 4. Residents and businesses shall be notified in writing, as approved by the County, 48-hours in <br /> advance of any impacts to their access. <br /> 5. Any areas where parking is to be restricted shall have signs noticing the time period placed at <br /> least 48 hours in advance of the work. <br /> 6. 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 /> 7. 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 /> 8. The contractor shall use San Joaquin County Standard R-29 when backfilling trenches within the <br /> County right-of-way. Where the existing road structural section is below standard, a minimum <br /> section of 3 inches of asphalt concrete over 8 inches of aggregate base shall be required. <br />
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