My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1502001 thru PS-1502500_ - PS-1502154
PublicWorks
>
- PUBLIC SERVICES
>
PERMITS & DEVELOPMENT
>
Encroachment(EP)/Driveway(DW) Permits
>
2015
>
PS-1502001 thru PS-1502500
>
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1502001 thru PS-1502500_ - PS-1502154
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 4:38:22 PM
Creation date
12/31/2015 5:08:39 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-1502154
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2015\PS-1502001 thru PS-1502500
Year2
2015
Address
S/S E SARGENT RD 1,245' E/O TULLY RD
Application
PACIFIC GAS & ELECTRIC - STOCKTON
Supplemental fields
APN
PS-1502154
Cross Ref
PWP730052
DocCategory
Permit Applications (PA)
Type (2)
Encroachment Permit (EP)
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
See Note 1 Below <br /> Existing <br /> i--\ <br /> 6" Min 6"-d Pavemen --j <br /> (lyp)i ��6>, Min <br /> \: <br /> (lyp) <br /> ,�•„ \� See Note 2 Below \\ ~\\ <br /> 3 -o �\ ��'-Cor4act in 12" max--\ _ \\ 3'-0" <br /> -�` layers to a min relative �\ <br /> ------ \i compaction of 95% ------ ! <br /> �\ Var--__--_- \� under pavement and \ -------- \ <br /> Var 90% outside pavement.. \, \\ <br /> �O -Compact in 24" max �- O \i OD+12" . <br /> \� layers to a ruin 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 -0D <br /> -10" Min <br /> OD <br /> + 20" Min 20'�Min <br /> RIGID CONDUIT L`LEXIBLE CONQUI.1 <br /> NOTES: <br /> I. 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 FL. <br /> 2. Select native material or imported gran-ular 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 gdality. <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 /> AMIN <br /> ' dkL <br /> No. Revision Descri tion Date <br /> �?'�t?:•t`-i ,... + T C"OEWTY OF SAN JOAQUIN I <br /> L.i= DEPARTMENT OF PUBLIC WORKS <br /> -%VG7&-MV fOr YOU <br /> Date: DEC.2014 Std. Dwg. No. �®�� <br />
The URL can be used to link to this page
Your browser does not support the video tag.