My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2023_PS-2301501 thru PS-2302000_ - PS-2301740
PublicWorks
>
- PUBLIC SERVICES
>
PERMITS & DEVELOPMENT
>
Encroachment(EP)/Driveway(DW) Permits
>
2023
>
PS-2301501 thru PS-2302000
>
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2023_PS-2301501 thru PS-2302000_ - PS-2301740
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/20/2023 3:57:04 PM
Creation date
6/20/2023 3:51:47 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-2301740
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2023
Notes2
N/S of Sedan Ave. 2600' E/O Manteca Rd.
Address
3888 State St. Ste. 204,Santa Barbara,CA
Application
Telespan Communications, LLC
Type
Trench
Supplemental fields
Cross Ref
PWP7110005
Type (2)
Encroachment Permit (EP)
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
14
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
6" Min <br />(TYp) <br />Note 1 Below <br />-Existing <br />Paveme <br />nt 6" <br />See Note 2 Below \\ \\ <br />3'-0' �\ Compact in 12" max \\ 3 —0 <br />'\ layers to a min relative '\X <br />\i compaction of 95% <br />\\-_------ \� under pavement and \-------- Var <br />Var 90% outside pavement. <br />0D+1 <br />relative <br />85%. \\ <br />layers <br />ve <br />90%. <br />10" Min OD <br />OD <br />11 <br />�6I Min <br />(TYp) <br />OD/2 <br />10" Min <br />-Compact in 24" <br />layers to a min <br />compaction of <br />—Compact in 6" <br />to a min relati <br />compaction of <br />t zu min <br />+ 20 Min <br />RIGID CONDUIT FLEXIBLE CONDUIT <br />10" Min <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 />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 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 />z <br />� „PProvea uy: <br />TYPICAL TRENCH BACKFILL <br />o {;� �> <br />No. Revision Description Date <br />COUNTY OF SAN JOAQU17V <br />DEPARTMENT OF PUBLIC WORKS <br />Std. Dw No. <br />Date: DEC 2014 g <br />
The URL can be used to link to this page
Your browser does not support the video tag.