My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1502001 thru PS-1502500_ - PS-1502044
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-1502044
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 4:38:08 PM
Creation date
12/31/2015 5:02:46 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-1502044
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2015\PS-1502001 thru PS-1502500
Year2
2015
Address
MARINE AVE AND TELLEGRAPH AVE
Application
PACIFIC GAS & ELECTRIC-STOCKTON
Supplemental fields
APN
PS-1502044
Cross Ref
PWP220104
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.
/
23
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 I Below <br /> Evisling <br /> _\ ----I , 6'9 6" Min <br /> 6" 6"Typ) �Pavemen 7L <br /> -2,.* --- - -- .. I yo) <br /> 5 <br /> -F <br /> ............ <br /> 3P-0P1 See Note 2 Below <br /> 31-0" <br /> ,�—Con�pcict in 12" max <br /> layers to a min relative <br /> compaction of 95% -—_=--- <br /> Var <br /> under pavement and <br /> /* 90% outside pavemenct. <br /> �-Compact in 24" may OD+12" <br /> \\" layers- -to a min rel-aiive <br /> OD/2 <br /> compaction of 85%. <br /> Compact. in 6" layers N <br /> to a min relative <br /> compaction Of 90%. <br /> 10" Min--- OD---- ::----10" Min 10" Min— -Jo" Min <br /> OD OD <br /> + 20" Min + 20". Min <br /> RIGID C'0 N D U I T 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 R, <br /> 2. Select native material or imported gran-ular mate*rial 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 pavdment 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 /> `1 -'k Approved by: <br /> .`\_ F �� <br /> T -CAL TRENCH RACKFILL <br /> VIP <br /> No. Revision Description Date <br /> COLWTY OF SAN JOAQU)N <br /> DEPARTMENT OF PUBLIC WORKS <br /> &T YOUDate:'_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.