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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1500501 thru PS-1501000_ - PS-1500821
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1500501 thru PS-1501000_ - PS-1500821
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Entry Properties
Last modified
6/15/2021 4:33:54 PM
Creation date
12/31/2015 3:01:34 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-1500821
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2015\PS-1500501 thru PS-1501000
Year2
2015
Supplemental fields
Applicant
PACIFIC GAS & ELECTRIC - STOCKTON
Contracts
CrossReference
PWP730052
Date Entered
4/7/2015
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
EMERGENCY WORK TO REPAIR GAS LINE.
Owners
Parcel Address
E/S WINDSOR 67' S/O OSBORNE ST
Primary Parcel
Type (2)
PS-1500821
Tags
Permits_Development
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See Note 1 Below <br /> Existing <br /> 6" Min 6„--j Pavemen - 1 f 6" 6" Min <br /> (TYp)1 { (IYP) <br /> .t-Fes:.':.:-.:•.�.:�.•:.�.;'.:'`-..�::::::: :.:.'. ..- ::..��.:.• :.'.A:•..'V.�.:F':• := '. ,- <br /> 3'-0” \ \i See Note 2 Below \\ \\ <br /> \\ Compact in 12" max \ \\ 3'-0" <br /> \X layers to a min relative �\ ��_ <br /> i compaction of 95 — T <br /> �\ ___---- _ \� under pavement and \ — — \ Var <br /> Var 90% outside pavement. \\ <br /> Compact in 24" max \i OD+12" <br /> \� layers to a min relative \\ \\ <br /> OD/2 �\ \\ compaction of 85%. \� <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min OD —10" Min 10" Min OD 1 10" Min <br /> OD OD <br /> + 20" Min , 20 Min <br /> RIGID CC-NDUIT FLEXIBLE CONDUIT <br /> NOTES: <br /> 1 . New pavement shall be 1" thicker than existing pavement, minimum. <br /> of 0.25 ' Ft. New base shall be 1" thicker than existing base, min of 0.50 Ft, <br /> 2. Select native material or imported granular material as approved by the Director <br /> of Public Works. Backfill with materials equal to or better than the existing <br /> pavement and base in quality. <br /> 3. Relative compaction of materials shall be tested in accordance with <br /> the State of California, Dept, of Transportation Testing Manuals, :test <br /> method No. California 216 or 231. <br /> 4. All existing pavement shall be neatly cut to line prior to trench excavation. <br /> 5. Jetting or ponding will be permitted within the street right—of—way with <br /> a 3 year bond, when approved by the Director of Public Works. <br /> 6. When shown by soil composition and compact ability, ninety percent (90%) <br /> compaction may be used, when approved by the Director of Public Works. <br /> 7. Special bedding and backfill requirements may be shown on the plans or <br /> specified in the speoial provisions. <br /> r g- A Approved by: <br /> LTYIPCAL TRENCH BACKFILL <br /> ? No. Revision Description Date <br /> CO LWTY OF SAN T®AQ MN <br /> "y DEPARTMENT OF PUBLIC WORKS <br /> —&-ing for YOU Date: 'DEC 201c Std. Dtivg. No. R®29 <br />
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