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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1500000 thru PS-1500500_ - PS-1500444
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1500000 thru PS-1500500_ - PS-1500444
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Entry Properties
Last modified
6/15/2021 4:32:53 PM
Creation date
12/31/2015 2:43:16 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-1500444
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2015\PS-1500000 thru PS-1500500
Year2
2015
Supplemental fields
Applicant
CALIFORNIA WATER SERVICE
Contracts
CrossReference
PWP730077
Date Entered
2/25/2015
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
Owners
Parcel Address
E/S OF WAGNER AVE. 400' N/O MAIN ST.
Primary Parcel
Type (2)
PS-1500444
Tags
Permits_Development
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California MUTCD 2012 Edition Page 1157 <br /> (FHWA's MUTCD 2009 Edition,as amended for use in California) <br /> Notes for Figure 69 10 6H-1®(CA)—Typical Application 10 <br /> Lane Closure on a Two-bane Road Using flaggers <br /> Option: <br /> 1.For low-volume situations with short work zones on straight roadways where the flagger is visible to road <br /> users approaching from both directions,a single flagger,positioned to be visible to road users approaching <br /> from both directions,may be used(see Chapter 6E). <br /> 2.The ROAD WORK AHEAD and the END ROAD WORK signs may be omitted for short-duration I <br /> operations. <br /> 3.Flashing warning lights and/or flags may be used to call attention to the advance warning signs. I <br /> A BE PREPARED TO STOP sign may be added to the sign series. <br /> Guidance: <br /> 4. The buffer space should'be extended so that the two-way traffic taper is placed before a horizontal(or crest <br /> vertical)curve to provide adequate sight distance for the flagger and a queue of stopped vehicles. <br /> Standard: <br /> 5.At night,flagger stations shall be illuminated,except in emergencies. <br /> Guidance: <br /> 6. When used, the BE PREPARED TO STOP sign should be located&tva�after the Nagger sign and the <br /> ONE LANE ROAD sign. <br /> 7. When a grade crossing exists within or upstream of the transition area and it is anticipated that queues <br /> resulting from the lane closure might extend through the grade crossing, the TTC zone should be extended <br /> so that the transition area precedes the grade crossing <br /> 8. When a grade crossing equipped with active warning devices exists within the activity area,provisions <br /> should be made for keeping flaggers informed as to the activation status of these warning devices. <br /> 9. When a grade crossing exists within the activity area, drivers operating on the left-hand side of the normal <br /> center line should be provided with comparable warning devices as for drivers operating on the right-hand <br /> side of the normal center line. <br /> 10.Early coordination with the railroad company or light rail transit agency should occur before work starts. <br /> Option: <br /> 11.A flagger or a uniformed law enforcement officer may be used at the grade crossing to minimize the <br /> probability that vehicles are stopped within 15 feet of the grade crossing,measured from both sides of the <br /> outside rails. <br /> Support: <br /> 12.For State highways,see Department of Transportation's Standard Plan T13,See Section 1A.11 for information <br /> regarding this publication. <br /> 1 <br /> i <br /> I <br /> i <br /> I <br /> . I <br /> i <br /> I <br /> Chapter 611—Typical Applications January 13,2012 <br /> Part 6—Temporary Traffic Control <br /> Temporary Traffic Control(Parts 1 &6)Page 215 of 320 <br />
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