My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2016_PS-1600000 thru PS-1600500_ - PS-1600086
PublicWorks
>
- PUBLIC SERVICES
>
PERMITS & DEVELOPMENT
>
Encroachment(EP)/Driveway(DW) Permits
>
2016
>
PS-1600000 thru PS-1600500
>
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2016_PS-1600000 thru PS-1600500_ - PS-1600086
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 4:46:07 PM
Creation date
6/7/2016 2:12:00 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-1600086
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2016\PS-1600000 thru PS-1600500
Year2
2016
Address
RIVER RD AT BNSF RAILROAD
Application
CITY OF ESCALON
Supplemental fields
APN
PS-1600086
Cross Ref
PWP7110005
CrossRef
PWP7110005
Type (2)
Encroachment Permit (EP)
Zip
95320
Tags
Permits_Development
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
16
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).
Download electronic document
Show annotations
View images
View plain text
00+20"./Inn <br />EXisting <br />Povement <br />See Note 1 Below <br />':j See Note 2 Below <br />,Compact in 12"max!!!.layers to a,'min relative~compaction of 95,%under pavement and:<90%outside pavement. <br />:x .'tJ •Compact .Ill 24 max:<layers'to a min retative:::('compaction of 85%. <br />Compact in 6"layerstoaminrelativecompactianof90%. <br />-------- <br />00+20"Min , <br />5~Mif.l,,(Typ), <br />l ::~f..~-:1", <br />~3'-0"/~ <br />10" <br />'RIGiD CONDUIT FLEXIBLE CONDUtT <br />,NOTES; <br />1.New pavement shall be 1"thicker than existing p'avement,'mJnlmum. <br />of 0.25.Ft.New base shall be 1"thicker thaR existing b.ase,min'of 0,50 Ft. <br />2.Select native material or,imported granular materiel as approved by the Director <br />of Public Works:Backfill with materials equal to or better than the existingpavementandbase,in quality., <br />3.Relative compaction'of materials shall be tested in.accordance with <br />the-state of Califomia,Dept.of Transportation Testing Manuals,..testmethudNo.California 216 or 231. <br />4.All existing pavement shall be,neatly cut to line pribr to trench e'xcavatii:>rj..' <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 />5.Wlien shown by soil cQmposition and compactability,ninety percent (90%)'_ <br />compaction may be used,when,'approved by ~he Director of 'Public Works. <br />7:Special bedding and backfill requirements m'oy be shown on',the plans orspecifiedin'the ~peoial provisions. <br />,61 .,~.~""',' <br />,~ <br />.-.\,.,'4':h.,'{{~jf . <br />~~ <br />War1;ing fur YOU <br />Approved by: <br />No Revision.Desc'tiC"Dote <br />COUNTY.OF SAN JOAQUIN <br />DEPARTMENl'OPPUBLlC WORKs <br />Dale:bEC 2014 std.Dwg,,No.
The URL can be used to link to this page
Your browser does not support the video tag.