My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2014_Driveway Permits_PS-1402501 thru PS-1403000_ - PS-1402878
PublicWorks
>
- PUBLIC SERVICES
>
PERMITS & DEVELOPMENT
>
Encroachment(EP)/Driveway(DW) Permits
>
2014
>
Driveway Permits
>
PS-1402501 thru PS-1403000
>
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2014_Driveway Permits_PS-1402501 thru PS-1403000_ - PS-1402878
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 4:29:26 PM
Creation date
12/31/2015 1:37:27 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-1402878
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2014\Driveway Permits\PS-1402501 thru PS-1403000
Year2
2014
Supplemental fields
Applicant
RAPALO, ARCO
Contracts
CrossReference
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
Owners
Parcel Address
E/S KAISER RD 600' S/O MARIPOSA RD
Primary Parcel
Type (2)
PS-1402878
Tags
Permits_Development
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
8
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
Backfill with materials equal to or <br /> better than the existing pavement <br /> and base in quality. New pavement <br /> shall be 1" thicker than existing <br /> pavement, minimum of 0.25 feet. <br /> New base shall be 1" thicker than <br /> existing base, minimum of 0.5 feet. <br /> Existing <br /> Pavement <br /> 6" Min. -=1 g°I . 6" Min. <br /> (Typ•) CTYP ) <br /> 4 ^Compact in 12" max. 3'-0" <br /> ,31-01?• layers to- a min. relative \ <br /> compaction of 95%* <br /> Under pavement and _ <br /> -__ 90% outside pavement. \ _ ________ Variable <br /> Variable ` __-- Compact in 24 max. <br /> - - layers to a min. relative <br /> compaction of 85%. �O' OD+12' <br /> 0.D./2 Compact in 6" lavers <br /> to a minimum relative <br /> compaction of 90%. <br /> 10" Min. - O.D. 10" Min. 10" Min. 0.D. 10" Min. <br /> 0.D. 0.D. <br /> + 20" Min. + 20" Min.- <br /> RIGID <br /> inaRIGID CONDUIT FLEXIBLE. CONDUIT <br /> NOTES: <br /> 1. Relative compaction of materials shall be tested. in acdordance with <br /> the State of California., Dept. of Transportation Testing Manuals, test <br /> method No. California 216 or 231. <br /> 2. All existing pavement shall be neatly cut to line prior to trench excavation. <br /> 3. Jetting -or ponding will be permitted within the street Right of Way with <br /> a 3 year bond. <br /> 4. When shown by soil composition and compactability, ninety percent (90%) <br /> compaction may be used, when approved by the Director of Public Works. <br /> 5. Special bedding requirements may be shown on the plans or- specified in <br /> special provisions. <br /> 6. Shoulders shall be as shown on the plans or specified in the special <br /> provisions but in no case shall the shoulder be less than three feet wide <br /> as measured from the edge of pavement. <br /> No. Revised By Approved by <br /> 1 Feb. 1996 PD TYPICAL TRENCH BACKFILL <br /> Directo of Public Works <br /> Drawn by J LD <br /> Chocked by COUNTY OF SAN JOAQUIN "ate JUNE 1997 <br /> Scale NONE DEPARIMExr OF PUBLIC NMPXS Drawing bio. R-=29 <br />
The URL can be used to link to this page
Your browser does not support the video tag.