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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2020_PS-2000001 thru PS-2000500_ - PS-2000355
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2020_PS-2000001 thru PS-2000500_ - PS-2000355
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Last modified
1/19/2023 1:37:40 PM
Creation date
1/19/2023 1:28:34 PM
Metadata
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Template:
Permits_Development
DocName
PS-2000355
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2020
Notes2
S/S of Tomahawk Dr. 418' E/O Wigwam Dr.
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)
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CalifeistraMUND 2010di0on?age 1137 <br />pMA'sMUTCD2009 ffition,including.Revlslons1esamendedfor use inCAVOITta) <br />Table 6614(CA), Taper Length criteria forTemporatyTraffle Control Zones <br />(for 12 feet Offset Width) <br />k Posted speed limit, o0-peak89k-percentile speed priortoworkstar8ng,or(no anticipatedoperating <br />speed in mph. <br />'" -For other offsets use the following merging taper length formula for L; <br />Forspeeds of 40 inph or less, L=WS2160 <br />For speeds of 45 mpii orinore, LAS <br />Where; L=taperlengthlnfeet <br />W=wltlihofoffsetinfeet , <br />S =.posted speed limit, off-peal(86uLpercetltlie speed pitar to work <br />starting, orthe anticipated operating speed In mph <br />`'� • Maximus n downstream taper length Is 100 feet See Section 6C4 <br />08. <br />hapten 0H—TypicalApplicadons <br />*.t 0—Tmnporazy7lzfiic Conhol <br />November 7, 2014 <br />Speed' <br />SMerging <br />(mph) <br />Minimum Taper Length°° <br />for Width of Offset 12 feet NO <br />L <br />r"eat) <br />Shifting <br />1-I2 <br />fee <br />Shoulder <br />LI3 <br />(feet(feet)° <br />Down <br />Stream <br />20 <br />25 <br />80 <br />125 <br />q0 <br />63 <br />27. <br />42 <br />50 <br />460 <br />30 <br />180 <br />90 <br />60 <br />50 <br />35 <br />245 <br />123 <br />82 <br />56 <br />40 <br />320 <br />160 <br />107 <br />50' <br />45 <br />540 <br />270 <br />180 <br />60 . <br />50 <br />6011 <br />300 <br />200 <br />50 <br />55 <br />660 <br />330 <br />220 <br />50 <br />60 <br />720 <br />360 <br />'240 <br />50 <br />66 <br />780 <br />390 <br />260 <br />60 <br />70 . <br />840 <br />420 <br />280 <br />50 <br />75' <br />900 <br />450 <br />300 <br />50 <br />k Posted speed limit, o0-peak89k-percentile speed priortoworkstar8ng,or(no anticipatedoperating <br />speed in mph. <br />'" -For other offsets use the following merging taper length formula for L; <br />Forspeeds of 40 inph or less, L=WS2160 <br />For speeds of 45 mpii orinore, LAS <br />Where; L=taperlengthlnfeet <br />W=wltlihofoffsetinfeet , <br />S =.posted speed limit, off-peal(86uLpercetltlie speed pitar to work <br />starting, orthe anticipated operating speed In mph <br />`'� • Maximus n downstream taper length Is 100 feet See Section 6C4 <br />08. <br />hapten 0H—TypicalApplicadons <br />*.t 0—Tmnporazy7lzfiic Conhol <br />November 7, 2014 <br />
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