My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1500501 thru PS-1501000_ - PS-1500814
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-1500814
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 4:33:43 PM
Creation date
12/31/2015 3:00:57 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-1500814
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
4/6/2015
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
EMERGENCY WORK TO REPAIR GAS LINE.
Owners
Parcel Address
E/S WINDSOR 550' S/O E FREMONT ST
Primary Parcel
Type (2)
PS-1500814
Tags
Permits_Development
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
5
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
See Note 1 Below <br /> Existing <br /> 6" Min- I� 6'>-�1 �— �Pavemen_ — { IL-6" —�1 F: 6" Min <br /> (l yp)i (i yp) <br /> _ 'a•. ;.- <br /> 3' f, \\ \/.. See Note 2 Below X\ :\� : — <br /> o �\ Compact in 129max X \\ 3 0 <br /> layers to a min relative ��- <br /> -------- \i compaction of 95% -------- �— <br /> \\ ---_---- \� under pavement and \ -------- \ Var- <br /> Var \\ _-- —_ X 90% outside pavement. <br /> —Compact in 24" max OD 12" . <br /> \ layers to a min relative \/ \ <br /> OD/2 \\ compaction of 85%. \� <br /> '`r <br /> �\ Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min OD —10" Min 10" Min - OD—r�— 10" Min <br /> OD OD <br /> 20" Min 20 Min <br /> RIGID CONDUIT FLEXIBLE CONQUii <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 /> .5. 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 compactability, 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 /> Y <br /> IPCAL TRENCH BACKFILL <br /> r No. Revision Descrition Date <br /> COLT-N7Y OF SAN J®A UIZV <br /> DEPARTMENT OF PUB::,IC WORKS <br /> add ler YOU S <br /> Date: DEC .2014 td. Dg. No. R-29 <br />
The URL can be used to link to this page
Your browser does not support the video tag.