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LEGEND <br />• Traffic Cone or Delmeator <1.->D <br />Sign <br />Direction of Travel —1 <br />( Not a pavement markmg ) <br />1074 <br />ACADEMYST <br />LODI, <br />CA 95242 <br />END <br />ROAD WORK <br />G20-2 I 50' <br />— R/W R/W R� <br />SIDEWALK <br />PARKING rw <br />,10 <br />o: <br />(CO HWY J10) (25 MPH) i J <br />N LOWER SAMCRAMENTO RD <br />PARKING <br />FOC <br />^./W R/W <br />SIDEWALK <br />100' <br />ROAD <br />ROW <br />so' <br />40' <br />3 2 2 <br />u � n <br />I <br />A tr, I <br />IP <br />Q ols <br />22 <br />ACADEMY ST, <br />WOODBRIDGE, <br />CA 95258 <br />G20-2 EXISTING POLE <br />SPLICE & ACTIVATION <br />(WORK AERIAL) <br />SHOULDER <br />CLOSED <br />C30A(CA) <br />150, TAPER 42' <br />PROVIDE 72 HOUR NOTICE AT l <br />ALL PARKING SPACES PRIOR TO USE. <br />INSTALL TEMPORARY NO PARKING SIGNS <br />(R Required) <br />100' <br />"NO LANE CLOSURE WILL BE ALLOWED <br />BETWEEN 6.00 AM AND 9.00 AM AND <br />BETWEEN 3:30 PM AND 6:30 PM. AT <br />OTHER TIMES, AT LEAST ONE LANE OF <br />TRAFFIC SHALL BE KEPT OPEN TO THE <br />GENERAL PUBLIC." <br />ROAD <br />WORK <br />AHEAD <br />W20-1 <br />100' <br />SIDEWALK 0 1 — I 0 <br />rill. • PARKING <br />0 <br />o2 R <br />J i N LOWER SACRAMENTO RD (CO HWY J10) (25 MPH) - <br />m <br />FOC PARKING <br />SIDEWALK D/LV <br />R/W—R/W—R/W—R/W_ <br />/W R/W R/W R/W R/W R/W R/W—R/W—R/W—R/W <br />T 50 <br />Ln END <br />'rl ROAD WORK <br />WORK <br />G20-2 <br />AHEADI END �t <br />W20-1 ROAD WORK <br />G20-2 <br />R W P U.E AC UISTION NOTE <br />C NTRACTOR 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 />CONSTRUCTION FOOTAGE = 150' <br />SCOPE OF WORK <br />1O SPLICE ON (33) EXISTING LOCATIONS. <br />LINETYPES <br />R/W <br />THIS IS AN COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL <br />DESIGN: N.PE <br />REV DESCRIPTION DATE <br />0 ISSUE FOR PERMIT 06/21/2025 <br />DRAWN BY: SB.PE <br />DRAWN BY: RF/FH <br />APPROVED. <br />APPROVED: <br />c <br />TAPER <br />NO. OF <br />SPACING OF CONES <br />SIGN SPACING (S) <br />U <br />APPROACH <br />SPEED <br />LENGTH <br />(L)a: <br />CONES <br />PER TAPER <br />ALONG TAPER <br />(FEET) <br />ADVANCE OF TAPER <br />& BETWEEN SIGNS <br />ROAD <br />25 MPH <br />125 FT <br />6 <br />25 FT <br />100 FT <br />WORK <br />30 MPH <br />180 FT <br />7 <br />30 FT <br />250 FT <br />20' <br />AHEAD <br />35 MPH <br />245 FT. <br />8 <br />35 FT <br />250 FT <br />W20-1 <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 />RIGHTOFWAY COLUMN IS ALSO APPROPRIATE <br />FOR LANE WIDTH LESS THAN 12 FEET. <br />IMPORTANT NOTICE <br />Section M 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 />PROJ#: JB2169460 <br />CONSTRUCTION TYPE: TRAFFIC CONTROL PLAN (8 OF 34) <br />SYSTEM: WOODBRIDGE <br />NODE. <br />469� <br />1-1 <br />SCALE: 1 '= 40' <br />"'a" ' <br />PlannENG-(99514N4n% <br />�p p�anplanoe�igsomom <br />SHEET: 13 OF 40 <br />