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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1503001 thru PS-1503500_ - PS-1503272
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1503001 thru PS-1503500_ - PS-1503272
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Last modified
6/15/2021 4:44:29 PM
Creation date
12/31/2015 6:20:29 PM
Metadata
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Template:
Permits_Development
DocName
PS-1503272
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2015\PS-1503001 thru PS-1503500
Year2
2015
Address
N/S OF BRISTOL AVE 300'E/O PLYMOUTH RD
Application
CALIFORNIA WATER SERVICE
Supplemental fields
APN
PS-1503272
Cross Ref
PWP730077
DocCategory
Permit Applications (PA)
Type (2)
Encroachment Permit (EP)
Tags
Permits_Development
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California MUTCD 2014 Edition Page 1117 <br /> (FHWA's MUTCD 2009 Edition,including Revisions 1 &2,as amended for use in California) <br /> abla 6F-101(CA). ;VlaXiMfifl S aci� �Channelizing Devices <br /> Speed I Maximurn Cnanneiizing Devices Spacing <br /> (mph) Taper* Tangent Confiia** <br /> (feet) (feet) <br /> (feet)- <br /> 20 —� _ 20 40 _ 10 <br /> _— 25 _ 25 _ 50 12 _I <br /> 30 � 30 � 60 15 ----- <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 ane-lane/two-way tapers is <br /> 20 feet. <br /> Maximum channelizing device spacing for all speeds on downstream tapers is 20 <br /> feet. <br /> All other tapers are as shown. I <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 conflict between existing <br /> pavement markings and channelizing devices. <br /> Chapter 6F—Temporary Traffic Control Zone Devices <br /> Part 6—Temporary Traffic Control November 7,2014 <br />
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