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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2013_PS-1300001 thru PS-1300500_ - PS-1300119
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2013_PS-1300001 thru PS-1300500_ - PS-1300119
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Last modified
6/15/2021 4:12:49 PM
Creation date
12/30/2015 5:29:10 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-1300119
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2013\PS-1300001 thru PS-1300500
Year2
2013
Supplemental fields
Applicant
CALIFORNIA WATER SERVICE
Contracts
CrossReference
Date Entered
5/30/2012
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
TRAFFIC CONTROL PER MUTCD
Owners
Parcel Address
S/S OF EUCLID AVE. 30' W/O MARGARET AVE.
Primary Parcel
Type (2)
PS-1300119
Tags
Permits_Development
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NOTES: EXHIBIT 1 <br /> 1. The resurfacing requirements shall be in addition to County Standard <br /> Drawing No. R-29. <br /> 2. If longitudinal cuts are required on a Local Road a Seal Coat can be used <br /> for that half of the roadway containing the trench. Section 3910.3 (13-1). <br /> Area to be resurfaced with one (1) <br /> inch Asphalt Concrete overlay existing <br /> surface to be planned to ( �-►�—Paved Shoulder <br /> accommodate overlay. Section <br /> 3910.2 (13-2). <br /> o_ <br /> w <br /> I <br /> 3' minimum. <br /> If <3' the remaining pavement <br /> Ishall be removed and replaced <br /> before resurfacing. Section <br /> I 3910.2 (13-1). <br /> I <br /> I <br /> Area to be resurfaced with one (1) <br /> inch Asphalt Concrete overlay existing <br /> surface to be planned accommodate IArea to be resurfaced with one* (1) <br /> overlay. Section 3910.2 (B-2) � inch Asphalt Concrete overlay existing <br /> Isurface to be planned to <br /> accommodate overlay. Section <br /> w 3910.2 (13-1). <br /> Appnrmd by: <br /> LONGITUDINAL CUTTING <br /> - �;.k OF COUNTY ROADWAYS <br /> No Revision Descri on <br /> :, Dote <br /> Co LWTY OF SAN JOA Q UIN <br /> � DEPARTMENT OF PUBLIC WORKS <br /> � ' YOU Dmwn by:TRC Checked 8 Date.• /24/12 <br />
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