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ROW I ROW <br />48' 24' <br />24' "NO LANE CLOSURE WILL BE ALLOWED <br />R(W P U.E Ac ulsTlON NOTF_ ROAD 36 ROAD BETWEEN 6:00 AM AND 9:00 AM AND <br />CONTRACTOR T� VERIFY R1 OF WAY, WORK = WORK = BETWEEN 3:30 PM AND 6:30 PM. AT <br />PUBLIC UTILITY EASEMENT AND/OR PUBLIC AHEAD z z AHEAD 3 OTHER TIMES, AT LEAST ONE LANE OF <br />SERVICE EASEMENT ACQUISTION WITH THE W20-1 p W20-1 TRAFFIC SHALL BE KEPT OPEN TO THE <br />APPLICANT PRIOR TO CONSTRUCTION WITHIN a a GENERAL PUBLIC." <br />AREAS OF QUESTION. <br />w a <br />(5 1045 <br />o < �j END INDIANA ST, o END <br />In ROAD WORK WOODBRIDGE, ROAD WORK <br />p(� G20-2 CA 95258 G20-2 <br />3 o O o 3 a J..WALK <br />END N <br />ROAD WORK --< t -- 3 <br />—1 <br />G20-2 <br />50' doss LR/%--R/W—R/W—R/W <br />_ _ 100' <br />I <br />R/�" R/WR/W SIDEWALK R/ DEWALK R/' • R/W R/ R/W — <br />PARKING FOG FOG PARKING FOG ' <br />0" INDIANA ST (25 MPH) INDIANA ST (25 MPH) �" <br />-Z <br />to <br />��. �...... M <br />PARTING FOC FOG • . ® PARKING FOG <br />too' <br />END <br />SCOPE OF WORK <br />ROAD WORK <br />lO SPLICE ON (33) EXISTING LOCATIONS. <br />G20-2 <br />LI N ETYP ES <br />RIGHTOFW/ <br />CONSTRUCTION FOOTAGE = 150' <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 />-IjS![)EWALK _ D/W /. LYW T I /W $IIEWALK <br />\ / ' R R/'k R I pUE AREA R/WR RAW R — <br />100' TAPER 42' 61' 50' <br />t STOP L �� <br />PROVIDE 72 HOUR NOTICE AT END <br />-- I-rI�I-r.I x -- SHOULDE (ALL PARKING SPACES PRIOR TO USE) SHOULDE ROAD WORK <br />�3 o W o 3 WORK CLOSED G20-2 LEGEND <br />�p LL QI LL p INSTALL TEMPORARY NO PARKING SIGNS» <br />W21-5 (If Required) 030A(CA) Traffic Cane or Delineator <br />EXISTING POLE i sign <br />tr) SPLICE &ACTIVATION Direction of Travel <br />(WORK AERIAL) �• ( Not a p-ement morlong ) <br />a 1050 <br />INDIANA ST, <br />o WOODBRIDGE, TAPER NO OF SPACING OF CONES SIGN SPACING (S) <br />rW CA 95258 ASP SPEED PER CH LENGTH CONES <br />ALONG TAPER ADVANCE OF TAPER <br />v (L)* TAPER (FEET) & BETWEEN SIGNS <br />z 25 MPH 125 FT. 6 25 FT 100 FT. <br />30 MPH 180 FT. 7 30 FT. 250 FT <br />35 MPH 245 FT 8 35 FT 250 FT <br />40 MPH 320 FT. 9 40 FT. 250 FT. <br />a: Q o; 45 MPH 540 FT. 13 45 FT 350 FT <br />a a 50 MPH 600 FT. 13 50 FT 500 FT <br />ROAD 50+ MPH 1000 FT 21 55 FT 1000 FT <br />36' —_I7� WORK <br />ROW I AHEAD (*) NOTE— BASED ON 12—FOOT WIDE LANES THIS <br />COLUMN IS ALSO APPROPRIATE <br />48' 1N20-1 FOR LANE WIDTH LESS THAN 12 FEET <br />SCALE: 1 '= 40' <br />"'a""' <br />13 IMPORTANT NOTICE (92e4Itl "' <br />PlannENG o I% <br />gpiu iio.. <br />Section M 4216/4217 of the Government Code requires a �-� w,...ol.".�rom <br />Dig Alert Identification Number to be issued before a <br />"Permit to Excavate" will be valid For your Dig Alert I.D. PROJ#: JB2169460 <br />CALL TOLL FREE CONSTRUCTION TYPE: TRAFFIC CONTROL PLAN (27 OF 34) <br />48 HOURS BEFORE YOU DIG <br />UNDERGROUND SERVICE ALERT SYSTEM: WOODBRIDGE <br />8 1-800-227-2600 NODE. SHEET: 32 OF 40 <br />