My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2016_PS-1601501 thru PS-1602000_ - PS-1601839
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-1601839
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/16/2021 8:54:32 AM
Creation date
8/9/2016 11:27:05 AM
Metadata
Fields
Template:
Permits_Development
DocName
PS-1601839
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2016\PS-1601501 thru PS-1602000
Year2
2016
Address
CHRISTINA AV (RYDE TO KIRK)
Application
CALIFORNIA WATER SERVICE
Supplemental fields
APN
PS-1601839
Cross Ref
PWP730077
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.
/
12
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
.'...,. <br />California MUTCD 2014 Edition <br />(FHWA's MUTCD 2009 Edition,including Revisions 1 &2,as amended for lise in California)Page 1117 <br />Tab!"61="i01(CA)Ma'dll1ull1 So"cing 01Channelizing Devicos~~--,,'<<l ~,pred]Maximum Channelizing Devices Spacing <br />(mph)Taper'tangent Conflict'"(feet)(feet)(feet)r 20 ]20 40 D25255012 <br />30 30 60 -IS <br />35 35 70 17 <br />40 40 80 20 <br />45 45 90 22 <br />50 50 100 25 <br />55 50 100 25 <br />60 50 100 25 <br />65 50 100 25 <br />70 50 100 25 <br />75 50 100 25 <br />,Maximum channelizing device spacing for all speeds on one-Iane/two-way tapers is20feet <br />Maximum channelizing device spacing for all speeds on downstream tapers is 20feet <br />All other tapers are as shown_ <br />"Use on intermediate and short-term projects for taper and tangent sections where <br />there are no pavement markings or where there is a conliict between existingpavementmarkingsandchannelizingdevices, <br />11 <br />Chapter 6F -Temporary Traffic Control Zone DevicesPart6-Temporary Traffic Conlrol November 7,2014 <br />o <br />o <br />m
The URL can be used to link to this page
Your browser does not support the video tag.