My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1500501 thru PS-1501000_ - PS-1500820
PublicWorks
>
- PUBLIC SERVICES
>
PERMITS & DEVELOPMENT
>
Encroachment(EP)/Driveway(DW) Permits
>
2015
>
PS-1500501 thru PS-1501000
>
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1500501 thru PS-1501000_ - PS-1500820
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 4:33:52 PM
Creation date
12/31/2015 3:01:57 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-1500820
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 608' S/O FREMONT
Primary Parcel
Type (2)
PS-1500820
Tags
Permits_Development
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
7
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
I <br /> See Note 1 Below <br /> E>:isb <br /> 6" Min 6' Imo— CPavemen 6" 6" Min <br /> (I yp)i (iyp) <br /> See Note 2 Below..•.. . ....\\ ., <br /> 3 —0 �\ Compact in 12" max \ \\ 3 0 <br /> layers to a min relative <br /> -------- \i compaction of 95% -------- a <br /> \\ ---___-_ \� under pavement and \ -------- \ <br /> V it 90% outside pavement. \� <br /> Compact in 24" max �\ p �i OD-1 12" . <br /> \� laY ers 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 10" Min <br /> OD OD <br /> + 20" Min + 20 Min <br /> RIGID CONDUIT FLEXIBLE CONDUIT <br /> N0TES- <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 special provisions. <br /> Approved by: <br /> TYIPCAL TRENCH BACKFILL �� <br /> No. Revision Description Date <br /> CO=Y OF S'AN T®A TIN <br /> DEPARTMENT OF PUBLIC WORKS <br /> Waddn for YOU Date: DEC 2014 Std. Dwg. No. R®29 <br />
The URL can be used to link to this page
Your browser does not support the video tag.