My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1502001 thru PS-1502500_ - PS-1502457
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-1502457
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 4:39:29 PM
Creation date
12/31/2015 5:21:41 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-1502457
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2015\PS-1502001 thru PS-1502500
Year2
2015
Supplemental fields
Applicant
Contracts
CrossReference
Description
DocCategory
Permit Applications (PA)
Notes
Owners
Parcel Address
Primary Parcel
Type (2)
Tags
Permits_Development
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
15
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 BeIDVV <br /> E-fisting <br /> 6" Mirr �— 6„— �Pavemen — 6” — ��6" Min <br /> (Typ). (lyp, <br /> „r �\ \� See Note 2 Below \\ <br /> 3 —0 \\ —_\N,"—Compact in 12" max \ - \ 3'-0" <br /> layers to a min relative �! <br /> _--__— compaction of 95% -------- <br /> �\ -_—_—_—_—__- \� under pavement and \ -------- \ Var <br /> Var \\ _-- —_ �� 90% out pavemeni �� \\ <br /> 00 — Compact in 24" max OD-12" <br /> r \r layers to a min rel-ative \\ O \\ <br /> OD/2 ��� \\ compaction of 85%. \� <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min --OD -:z-1 0" Min 10" Min --0D —10" Min <br /> OD OD <br /> + 20" Min 20" Min <br /> RIGID CONDUIT FLEXIBLE CONDIJI i <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 i=mported 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 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 /> metho-d 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 requiremen=ts may be shown on' the plans or <br /> specified in the special provisions. <br /> R - Approved by: <br /> ( TVIFICU TRENCH BACKFU <br /> a� .,i;•_• 'moi <br /> No. Revision Description Date <br /> z _ <br /> COUNTY OF SAN TOAQ UEV <br /> DEPARTMENT OF PUBLIC WORKS l <br /> � 15&---a!g YOU Date: bEC.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.