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LEGEND <br />• Traffic Cone or Delineator <br />i Sign <br />Direction of Travel <br />( Not o pavement marking ) <br />Flashing Arrow Sign (Where Required) <br />Refer to Page 7 of Coltrane manual <br />Type A, Type I , or Type H . <br />Y High Level Warning Device (Flagtree) <br />Barricade (For Excavation Only) <br />Refer to Page 12 of Caltrans manual <br />to select for Details on <br />Type I , Type H , or Type HE . <br />Flogger <br />R/W. P.U.E ACQUISTION NOTE <br />CONTRACTOR TO VERIFY RIGHT OF WAY, <br />PUBLIC UTILITY EASEMENT AND/OR PUBLIC <br />SERVICE EASEMENT ACQUISTION WITH THE <br />APPLICANT PRIOR TO CONSTRUCTION WITHIN <br />AREAS OF QUESTION. <br />SCOPE OF WORK <br />O SPLICE ON (29) EXISTING LOCATIONS. <br />I IAIFTVPFC <br />I <br />TAPER LENGTH = 442' <br />THIS IS AN COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL <br />DESIGN: N.PE REV DESCRIPTION DATE <br />DRAWN BY: SL/RZ 0 ISSUE FOR PERMIT 04/08/21 <br />APPROVED: <br />APPROVED: <br />APPROVED: <br />RIGHT OF WAY <br />ROAD A <br />WORK <br />AHEAD <br />W20-1 <br />A <br />o_ <br />END <br />ROAD WORK <br />G20-2 <br />END <br />ROAD WORK <br />G20-2 <br />0 <br />NEAREST CROSS STREET <br />THOMAS CUNNINGHAM & HARTY I 44' <br />LN IS ON 280'± SOUTH <br />54' <br />IMPORTANT NOTICE <br />Section # 4216/4217 of the Government Code requires a <br />Dig Alert Identification Number to be issued before a <br />"Permit to Excavate" will be valid For your Dig Alert I.D. <br />CALL TOLL FREE <br />48 HOURS BEFORE YOU DIG <br />UNDERGROUND SERVICE ALERT <br />1-800-227-2600 <br />EXISTING VAULT <br />SPLICE AND ACTIVATION <br />0 <br />CL <br />SHOULD <br />WORK <br />Ca <br />"NO LANE CLOSURE <br />WILL <br />BE <br />ALLOWED <br />BETWEEN 6:00 AM <br />AND <br />9:00 <br />AM AND <br />BETWEEN 3:30 PM <br />AND <br />6:30 <br />PM. AT <br />OTHER TIMES, AT LEAST <br />3O FT, <br />ONE <br />LANE OF <br />TRAFFIC SHALL BE <br />KEPT <br />OPEN <br />TO THE <br />GENERAL PUBLIC." <br />320 FT. <br />9 <br />40 FT. <br />APPROACH <br />SPEED <br />TAPER <br />LENGTH <br />(L)* <br />N0. OF <br />CONES <br />PER TAPER <br />SPACING OF CONES <br />ALONG TAPER <br />(FEET) <br />SIGN SPACING (S) <br />ADVANCE OF TAPER <br />& BETWEEN SIGNS <br />25 MPH <br />125 FT. <br />6 <br />25 FT. <br />100 FT. <br />30 MPH <br />180 FT. <br />7 <br />3O FT, <br />250 FT, <br />35 MPH <br />245 FT. <br />8 <br />35 FT. <br />250 FT. <br />40 MPH <br />320 FT. <br />9 <br />40 FT. <br />250 FT. <br />45 MPH <br />540 FT. <br />13 <br />45 FT. <br />350 FT. <br />50 MPH <br />600 FT. <br />13 <br />50 FT. <br />500 FT. <br />50+ MPH <br />1000 FT. <br />21 <br />55 FT. <br />1000 FT. <br />(*) NOTE— BASED ON 12—FOOT WIDE LANES. THIS <br />COLUMN IS ALSO APPROPRIATE <br />FOR LANE WIDTH LESS THAN 12 FEET. <br />W21-5 <br />ROAD <br />WORK <br />W20-1 <br />PROJ#: JB1313351 <br />CONSTRUCTION TYPE: TRAFFIC CONTROL PLAN (1 OF 29) <br />SYSTEM: SJ COUNTY <br />SCALE: N.T.S <br />PlannENG <br />o-® <br />SHEET: <br />