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I <br />u <br />Signalized Intersection Flagging Control (TA-27)mod WORKING HOURS <br />7:00 AM to 5:00 PMPedestrian Control (TA-28/TA-29) <br />Utility Access & Repair Use With TCP #APA, General Notes <br />`) l� And Legend, At All Times. <br />N Wilson Way <br />Job/P.O. # <br />aintain Access To All Residents, Businesses, Pedestrians W\ 4 <br />And Emergency Vehicles At All Times. .- <br />ROAD <br />WORK <br />HEA t F100'� <br />W20-1 ISan Joaquin County Will Be Notified ROAD a _ <br />I 8 hours prior to any road closure x�K <br />TII <br />with location, date & duration. All W20-1 C9A t <br />Closure will be reopened during I <br />zso' on working hours. Signal Shall Be Placed In Flashing PRo s*ovD 5 <br />Red Mode, TimerAnd/Or <br />Flaggers As Needed, Required Or W3-4 1 <br />Directed By CA. €j <br />I 't <br />�— 4—N_W_ilso_n _Wa_y �— <br />,- — — — — — — — — — — — — — — — — — — Design Speed 45MPH — — — — — — — — — — — — — — — — — — ,� <br />-------------------------------------------- ------------------------------------------ — — <br />_ y — <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />ti <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —•—•�` — — — r r rr•� <br />�► —I• • • F • •F Buffer Zone <br />__ Taper 540 <br />3 0 .x 350'500' 10t 350 500 1 ^' --- ^°° --- <br />T (� 11 11 <br />ROAD <br />WORK J "wxipseoE 9 l I • ! FAS SNE 41 b LONE <br />XEA I y n•x� Q CLOSED Q CLOSED <br />Wzo-1 d 250' W -5 W 2 --- CgA Wil $ C30 m C30 <br />Q --- ul WI6-1 y� --- v --- <br />10 ROAD W ROAD ROAD ! ROAD <br />O}I WORK WORK WORK 0 WORK <br />HEA I HEA F HEA M XEA <br />I I lit W20-1 1't W20-1 1't W20-1 lit W20-1 <br />1 t w-14� <br />It <br />ROAD <br />WORK <br />HEA <br />x100 Wz0-1 <br />Belvedere ave — <br />11 <br />t <br />WORK <br />* � O <br />11 <br />It <br />Maintain 10+ <br />Clear Lane <br />TCP # AP7 <br />F <br />-+ -.0 <br />• — — — — — — — — — — — — — — — — — — — — — — — y <br />Al <br />NOTE: Two or more flaggers <br />osEe Shall be used as needed, required or <br />Cao directed by controlling authority based <br />upon vehicle speed, traffic volume <br />and length of work area <br />ju <br />a Manifest <br />F <br />NOTICE. ��.r 57 x +/- Cones <br />Q v n <br />Remove Or Reduce Control v 12 X W20-1 Road Work Ahead <br />Zone When Work Mea No Longer <br />CHART A CA/MUTCf) Table 6C-'1,2,3&4 Based Upon 1 O'-11'-12' Ofsets. Atl'ust If Different C 04 100' C9A 4 X C9A Fla er Sign <br />Taper L pee Sign Merging Taper Shifting Taper Shoulder Taper Buffer Cone Spacing fleets That Mea Of The Roadwa <br />99 9 <br />Fourmu/a MPH Spacing 10'-11'-12' 10'-11'-12' >o'-11'->2' Space Taper Conflict PEDESTRIAN MITIGATION �4 "v 3x C30 Lane Closed <br />25 100' 105'-115'-125' 53'-58'-63' 35'-39'42' 155' 25' 12' Q o <br />L = WS2 30 250' 150'-165'-180' 75'-83'-90' 50'-55'-60' 200' 30' 15' S1 Sl W oHE�AH Legend 2 x W20-4 One Lane Road Ahead <br />50 35 250' 205'-225'-245' 103'-113'-123' 69'-75'-82' 250' 35' 17' Wait For Wait For --- ROA° <br />40 250'-350' 267'-294'-320' 134'-147'-160' 89'-98'-107' 305' 40' 20' Escort Escort AXE° 2x W3-4 Be Prepared Tp Stop <br />5 350'-500' 450'-495'-540' 225'-248'-270' 150'-165'-180' 360' 45' 22' W20-4 •+/-Cones <br />so 500' 500'-550'-600' 250'-275'-300' 167'-184'-200' 425' 50' 25' F wo Aa A 100' 2 x W3-4 Prepare To Stop <br />55 500' 550'-605'-660' 275'-303'-330' 184'-202'-220' 495' 50' 25' AfroWboard (Single) <br />1x Arrowboard (Single) <br />L = WS 60 80'-720 600'-660'-720' 300'-330'-360' 200'-220'-240' 570' 60' 30' FLAGGED PEDESTRIAN CONTROL � Fagger <br />65 1850' 650'-715'-780' 325'-358'-390' 217'-238'-260' 645' 65' 32' ROnD 1x W11/16-1 Share The Road <br />Pedestrian monitor shall stop pedestrian(s) until I --- wORK <br />70 2000' 700'-770'-840' 350'-385'-420' 233'-257'-280' 730' 70' 35' HEA <br />pedestrian path has been re-established. maximum Sign Symbol 1 x W20-6 Right Lane Closed Ahead <br />length of delay shall not exceed two (2) minutes. W20-1 <br />th--me ,,red ,,d Hmd uu—. Rh (offger w,drn o. ern o.r,—I) No pedestrians shall be directed into travel way ® Work Area 1 x W4 -2R Right Lane Merge <br />srARr DArE= TRAFFIC CONTROL PLAN #_ AP7 r" <br />West Valley Construction TIME- n r c r- Trench&Traffic ��� <br />DURAr/DN= West Valle Construction <br />2655 E. Miner Ave DWG= Flagging Control •noy- SUPPLY <br />4 <br />Stockton, CA 95206 Cit Of Stockton ° �� <br />DATEr >/2Nar r ca on_ SERVICE 1 SALES RENTAL mr Em's <br />Te1:209-639-1107 Fax: 209-639-1107 DRAW/NG NOr r0 SCALE N Wilson Way 976 - 920 - 3304 SAFER ROADS SAVE LIVES <br />ENGINEERS DISCLAIMER: THIS PLAN IS A DRAFT FOR IMPLEMENTATION AT THE DIRECTION OF OTHERS. IT WAS PREPARED IN CONFORMANCE WITH TRAFFIC CONTROL STANDARDS ESTABLISHED BY MUTCD & LOCAL AUTHORITIES. <br />FEILD ADJUSTMENTS MAYBE REQUIRED BY LOCALIZED AND/OR TEMPORARY TRAFFIC CONDITIONS. PREPARER ASSUMES NO LIABILITY FOR ANYACCIDENT INJURY OR DEATH OCCURING FROM THE USE OF THIS PLAN UNLESS SITE SPECIFIC SERVICES ARE PROVIDED. <br />