My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2016_PS-1601501 thru PS-1602000_ - PS-1601719
PublicWorks
>
- PUBLIC SERVICES
>
PERMITS & DEVELOPMENT
>
Encroachment(EP)/Driveway(DW) Permits
>
2016
>
PS-1601501 thru PS-1602000
>
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2016_PS-1601501 thru PS-1602000_ - PS-1601719
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/16/2021 8:53:39 AM
Creation date
8/9/2016 11:22:40 AM
Metadata
Fields
Template:
Permits_Development
DocName
PS-1601719
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2016\PS-1601501 thru PS-1602000
Year2
2016
Address
S/S OF THENTH ST 303'W/O B ST
Application
PACIFIC GAS & ELECTRIC -STOCKTON
Supplemental fields
APN
PS-1601719
Cross Ref
PWP730052
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.
/
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).
Download electronic document
Show annotations
View images
View plain text
Areas: <br />The entire shoulder of the road is to be <br />resurfaced.The existing surfacing adjacent to the <br />trenched area shall be planed to accommodate <br />the overlay in a manner that does not cause <br />drainage concerns.The nearest pavement cut <br />shall be a minimum of three (3)feet from the edge <br />of pavement,or the remaining pavement shall <br />also be removed and replaced.(See County <br />Standard Drawing No,R-37). <br />2.Longitudinal Trenches within 1;raveled Lanes: <br />The entire traveled lane where the trench is iocated is to be <br />resurfaced with a one (1)inch asphalt concrete overlay.The <br />existing surfacing adjacent to the :.trenched area shall be planed <br />to accommodate the overlay in a manner that does not cause <br />drainage concerns.The overlay shall be in accordance with State <br />Standard Specifications,Section 39.Aggregate gradation shall be <br />consistent with the existing surfacing material.(See County <br />Standard Drawing No.R-37). <br />3.Cross-Cutting: <br />Cross-cutting is allowed at a minim.um interval of 150 feet.At each <br />cross-cut location a minimum of ten (10)feet on each side of . <br />trench shall be planed and resurfaced with one (1)inch asphalt <br />concrete.If cross cuts are within the 150 feet minimum .interval,the <br />entire section between the first and last'cross cut shall be planed <br />and resurfaced with one (1)inch asphalt concrete.(See County <br />Standard Drawing No.R-36). <br />4.The conditions described in paragraphs 1,2 and 3 above will not <br />apply if resurfacing is scheduled within two years. <br />~2-5.03-=-.£~-GaTRoads\------------,.---- <br />A.Surfacing Age Under Three (3)years:No pavement cuts allowed. <br />Exceptions may be approved in accordance with Section 2-5.04 <br />EXCEPTIONS... <br />~.-B.'-Surf;~i~;A~~Three (3-)Jo-Fiv~(5)Y~;rs:,,\ <br />1.Longitudinal cuts are permitted.A seal coat is required for that half of <br />the roadway containing the trench.(See County Standard Drawing <br />No.R-37). <br />42
The URL can be used to link to this page
Your browser does not support the video tag.