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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2006_EP-06-0101 thru EP-06-0300_ - EP-06-0236
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2006_EP-06-0101 thru EP-06-0300_ - EP-06-0236
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Last modified
6/15/2021 10:34:14 AM
Creation date
12/30/2015 2:12:55 PM
Metadata
Fields
Template:
Permits_Development
DocName
EP-06-0236
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2006\EP-06-0101 thru EP-06-0300
Year2
2006
Supplemental fields
Applicant
G & L BROCK CONST. CO.
Contracts
CrossReference
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
Owners
Parcel Address
S/S 5TH ST. APPROX 200' E/O "B" ST.
Primary Parcel
Type (2)
CR029739
Tags
Permits_Development
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SPECIAL CONDITIONS FOR <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. The contractor shall submit traffic control plans for all signing, detours, and <br /> any lane closure impacting County right-of-way. <br /> 2. Access to all properties shall be maintained at all times except when work is occurring at the <br /> access point. Minimal delays will be allowed to provide access within the work zone area. <br /> Driveway access shall be fully restored at the end of each workday. Driveways disturbed by the <br /> contractor shall be replaced with in-kind or better materials. <br /> 3. Final paving for trench repair or road resurfacing shall be per Caltrans' specifications. <br /> 4. 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 /> 5. 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 /> 6. 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 /> 7. Roadway areas subject to pavement cuts shall receive TYPE II Slurry Seal in accordance with <br /> State Standard Specifications, Section 37-2 from the edge of pavement to the opposite edge of <br /> pavement from the east edge of the first trench to the east all the way to the west edge of the last <br /> trench to the west. Contractor shall slurry seal within 10 working days of permanent trench <br /> paving. <br />
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