My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2023_PS-2300501 thru PS-2301000_ - PS-2300506
PublicWorks
>
- PUBLIC SERVICES
>
PERMITS & DEVELOPMENT
>
Encroachment(EP)/Driveway(DW) Permits
>
2023
>
PS-2300501 thru PS-2301000
>
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2023_PS-2300501 thru PS-2301000_ - PS-2300506
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/4/2023 3:42:38 PM
Creation date
4/4/2023 3:39:18 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-2300506
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2023
Notes2
N/S of East Main St. 10' E/O Adelbert Ave.
Address
1602 E. Lafayette St., Stockton,CA 95205
Application
California Water Service
Type
Bell Hole
Supplemental fields
Cross Ref
PWP730077
Type (2)
Encroachment Permit (EP)
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
22
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
California MUTCD 2014 Edition <br />(FHWA's MUTCD 2009 Edition,. including Revisions 1 & 2, as amended for use in California) <br />Table 6H-4(CA). Taper Length Criteria for Temporary Traffic Control Zones <br />(for 12 feet Offset Width) <br />Minimum Taper Length" <br />Chapter 611— Typical Applications <br />Part 6 —Temporary Traffic Control <br />Page 1137 <br />November 7, 2014 <br />(feet) (feet) <br />(feet) <br />(feet}'•� <br />20 <br />80 40 <br />27 <br />50 <br />25 <br />125 63 <br />42 <br />50 <br />30 <br />180 90 <br />60 <br />50 <br />35 <br />245 123 <br />82 <br />50 <br />40 <br />320 160 <br />107 <br />50 <br />45 <br />540 270 <br />180 <br />50 <br />50 <br />600 300 <br />200 <br />50 <br />55 <br />660 330 <br />220 <br />50 <br />60 <br />720 360 <br />240 <br />50 <br />65 <br />780 390 <br />260 <br />50 <br />70 <br />840 t 420 <br />280 <br />50 <br />75 <br />900 1 450 1 <br />300 1 <br />50 <br />Posted speed limit, off-peak 851h -percentile speed prior to work starling, or the anticipated operating <br />speed in mph. <br />" - For other offsets use the following merging taper length formula for L: <br />For speeds of 40 mph or less, L=WS'/60 <br />For speeds of 45 mph or more, L=WS <br />Where: L = taper length in feet <br />W = width of offset in feet <br />S = posted speed limit, off-peak 85'h -percentile speed prior to work <br />starting, or the anticipated operating speed in mph <br />" - Maximum downstream taper length is 100 feet. See Section 6C.08. <br />Chapter 611— Typical Applications <br />Part 6 —Temporary Traffic Control <br />Page 1137 <br />November 7, 2014 <br />
The URL can be used to link to this page
Your browser does not support the video tag.