My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2014_PS-1403001 thru PS-1403500_ - PS-1403361
PublicWorks
>
- PUBLIC SERVICES
>
PERMITS & DEVELOPMENT
>
Encroachment(EP)/Driveway(DW) Permits
>
2014
>
PS-1403001 thru PS-1403500
>
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2014_PS-1403001 thru PS-1403500_ - PS-1403361
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 4:31:13 PM
Creation date
12/31/2015 1:48:33 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-1403361
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2014\PS-1403001 thru PS-1403500
Year2
2014
Supplemental fields
Applicant
PACIFIC GAS & ELECTRIC - STOCKTON
Contracts
CrossReference
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
Owners
Parcel Address
TROY CT AT FILBERT ST
Primary Parcel
Type (2)
PS-1403361
Tags
Permits_Development
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
6
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
Backfill with materials equal to or <br /> better than the existing pavement <br /> and base in quality. New pavement <br /> shall be 1" thicker than existing <br /> pavement, minimum . of 0.25 feet. <br /> New base shall be 1" thicker than <br /> existing base, minimum of 0.5 feet. <br /> Existing <br /> Pavement <br /> 6" Min. ---I 6'1 r.- --� 6 6" Min. <br /> (TYP•) (TYP•) <br /> 0" ^Compact in 12" max. <br /> 3 3'-0" <br /> layers to a min. relative <br /> compaction of 95%* <br /> under pavement and _ <br /> 90% outside pavement. _ ________ / Variable <br /> Variable \ __-- - Compact in 24" max. <br /> 00, _ layers to a min. relative <br /> compaction of 85:x. O' OD+12 <br /> O.D./2 Compact in 6" layerrs <br /> to a minimum relative <br /> ----- --- --- ---- =-.�� \\ \\ -- compaction of 90%_------- // // ��_--- ------- - - - - -- <br /> 10" Min. 0.D. 10" Min. 10" Min. O.D. 10" Min. <br /> 0.D. 0.D. <br /> + 20" Min. + 20" Min. <br /> RIGID CONDUIT FLEXIBLE CONDUIT <br /> NOTES: <br /> 1. 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 /> 2. All existing pavement shall be neatly cut to line prior to trench excavation. <br /> 3. Jetting or ponding will be permitted within the street Right of Way with <br /> . a 3 year bond. <br /> 4. When shown by soil composition and corrpactability, ninety percent (90%) <br /> compaction may be used, when approved by the . Director of Public Works. <br /> 5. Special bedding requirements may be shown on the plans or specified in <br /> special provisions. <br /> 6. Shoulders shall be as shown on the plans or specified in the special <br /> provisions but in no case shall the shoulder be less than three feet wide <br /> as measured from the edge of pavement. <br /> No. Revised By Approved by <br /> 1 Feb. 1996 PD TYPICAL TRENCH BACKFILL <br /> Director of Public Works <br /> Drawn by J LD <br /> Checked by COUNTY OF SAN JOAQUIN Date JUNE 1997 <br /> Scale NONE DEPAXDdENT OF PUBDC WORKS Drawing No. R-29 <br />
The URL can be used to link to this page
Your browser does not support the video tag.