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WATER INSALLATION & CONNECTION: <br />SB WILSON WAV- BISHOP ST TO WALNUT ST <br />NB WILSON WAV- WALNUT ST TO BISHOP ST <br />WALNUTST <br />11 <br />n¢aT <br />4t <br />WORKING HOURS <br />8:30 AM to 5:00 PM <br />- USE WITH WW -2, GENERAL NOTES AND LEGEND, AT ALL TIMES - <br />MAINTAIN 12'+ MIN. CLEAR <br />— — — —WILSON WAV — — — — — <br />r — <br />y _PO TEDSPEED35 MPH <br />y DESIG N SPEE740MPH y <br />1 t <br />t <br />s1 s1 <br />WAS DOR AITFOR <br />ESCORT ESCORT <br />EAST AVE <br />yw+CASA W3-4 <br />r -saes- NOTE USE SINGLE OR MULTIPLE FLATTERS WITH C9A& <br />ESCORTED PEDESTRL4N CONTROL W3-0 SIGNAGE SPACED AT (SEE CHARTA) IN ALL DIRECTION'. <br />FROM WORK AREAIN ADDITION TO THE PLAN TO SLOW OR <br />IEDESTRIAN MONITOR SHALL STOP PEDESTRIANCS)UNTIL STOP TRAFFIC FLATTERS TO BE COMPEL ENT,TRAINEDAND <br />DEDESTRL4N PATH HAS BEEN RE ESTABLISHED MAXIMUM QUALIFIED PER CAL/OSHA REGULATIONS FHPGGERS TO <br />LENGTH OF DELAY SHALL NOT EXCEED TORO (2) MIN TIES MAINTAIN VISUAL AND/OR RADIO CONTACT AT ALL <br />Nn PFnFCBIANC SH Al i BF nI R I TFF INm TRm'I wAv TIMES. SIGNAL SHALL BE PLACED IN FLASHING RED M ODE. <br />BRADFORD ST <br />1411tI <br />lilt <br />NOPAR KING <br />No PARKINe <br />F ry <br />BUFFER r 'may . <br />�MERGINGTAVERR. -f d <br />PO TEDSPEED35 MPH <br />.� DESIGN SPEED 40 MPH <br />y y <br />y <br />y WILSON WAV y <br />y <br />ESI -MAINTAIN ACCESS TOBUS STOPS ATALL TIM ES - <br />REVERSIBLE <br />SIDENBIIM SIDENBIIM <br />YGT AT NEARAT <br />- zc <br />JRO.ALK OR <br />STOP GGN <br />STOP SIGN <br />SO' -350' -250' -350' -250' <br />-350' - <br />BISHOP IT <br />WORKLANE <br />In <br />nrzo i <br />i t <br />01G'w„�� <br />1010.115 <br />�35Ell <br />4-2L <br />t <br />wz;-s Ia'IrdP <br />nrzaL <br />�MERGINGTAVERR. -f d <br />PO TEDSPEED35 MPH <br />.� DESIGN SPEED 40 MPH <br />y y <br />y <br />y WILSON WAV y <br />y <br />ESI -MAINTAIN ACCESS TOBUS STOPS ATALL TIM ES - <br />REVERSIBLE <br />REMOVE OR REDUCE CONTROL ZONE WH EN WORK AREA NO LONGE <br />AFFECTS THAT AREA OF THE ROADWAY <br />SIGN SPACING, TAPER LENGTHS & BUFFERS ARE SUBJECT TO CHANGE WITH <br />CORRESPONDENCE TO POSTED ROAD SPEED AND TRAFFIC CONDITIONS. <br />USE CHART A AS A GUIDELINE FOR WORK ZONES. ADJUST AS NEEDED <br />AND OR REQUIRED BY CONTROLLING AUTHORITY. <br />WEST VALLEY START DATE: CONTRACTOR:WEST VALLEY CONTRUCTION NcvnLUrvo <br />CONSTRUCTION TIME: 800AA4--. 00PWF T/CI MIIXT�//^ REV DESCRIPTIONS BY DATE <br />2655 E. MINER AVE DURATION: AGENCY: COUNTS OF SAN JOAQUIN/ CITY OF STOCKTON SUPPLY 3�' 4680 WEST CAPITOL AVE STD:(209) CA 95205 DWG: INTERIOR LANE CLOSURE LOCATION: WILSON WAV & BRADFORD ST WEST SACRAMENTO, CA 95691 EXP 01 19 2025 <br />TEL: (209) 943-6812 DATE: 6/26/23 (916) 92o-3304 <br />FAX: (209)639-1107 WW -4 DR4 WING NOT TO SCA LE <br />ENGINEERS DISCLAIMER THIS PLAN IS A DRAFT FOR IMPLEMENTATION AT THE o,Pea,ON OF OTHERS .IT wAS PPEFAPED IN CONFORMANCE w,TH TRAFFIC CONTROL STANDARDS ESTABLISHED BY MU LAID & LOCAL AUTHORITIES <br />TILD ADJUSTMENTS MAY BE REQUIRED BY LOCALIZED ANDTOR TEMPORARY TRAFFIC CONDITIONS. PREPARER ASSUMES NO LIABILITY FOR ANY KODENL LNIUBY OR DEATH OCCURING FROM THE USE OF THIS PLAN. <br />SIDENBIIM SIDENBIIM <br />YGT AT NEARAT <br />CLOSED CLOSED <br />JRO.ALK OR <br />STOP GGN <br />STOP SIGN <br />TRAVELWAV — y y <br />WORKLANE <br />In <br />SIDEWALK <br />D WA K <br />REMOVE OR REDUCE CONTROL ZONE WH EN WORK AREA NO LONGE <br />AFFECTS THAT AREA OF THE ROADWAY <br />SIGN SPACING, TAPER LENGTHS & BUFFERS ARE SUBJECT TO CHANGE WITH <br />CORRESPONDENCE TO POSTED ROAD SPEED AND TRAFFIC CONDITIONS. <br />USE CHART A AS A GUIDELINE FOR WORK ZONES. ADJUST AS NEEDED <br />AND OR REQUIRED BY CONTROLLING AUTHORITY. <br />WEST VALLEY START DATE: CONTRACTOR:WEST VALLEY CONTRUCTION NcvnLUrvo <br />CONSTRUCTION TIME: 800AA4--. 00PWF T/CI MIIXT�//^ REV DESCRIPTIONS BY DATE <br />2655 E. MINER AVE DURATION: AGENCY: COUNTS OF SAN JOAQUIN/ CITY OF STOCKTON SUPPLY 3�' 4680 WEST CAPITOL AVE STD:(209) CA 95205 DWG: INTERIOR LANE CLOSURE LOCATION: WILSON WAV & BRADFORD ST WEST SACRAMENTO, CA 95691 EXP 01 19 2025 <br />TEL: (209) 943-6812 DATE: 6/26/23 (916) 92o-3304 <br />FAX: (209)639-1107 WW -4 DR4 WING NOT TO SCA LE <br />ENGINEERS DISCLAIMER THIS PLAN IS A DRAFT FOR IMPLEMENTATION AT THE o,Pea,ON OF OTHERS .IT wAS PPEFAPED IN CONFORMANCE w,TH TRAFFIC CONTROL STANDARDS ESTABLISHED BY MU LAID & LOCAL AUTHORITIES <br />TILD ADJUSTMENTS MAY BE REQUIRED BY LOCALIZED ANDTOR TEMPORARY TRAFFIC CONDITIONS. PREPARER ASSUMES NO LIABILITY FOR ANY KODENL LNIUBY OR DEATH OCCURING FROM THE USE OF THIS PLAN. <br />