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Oxford WayBristol AvenueSTOP STOPCountry Club BlvdMoving Work Area <br />Moving Work Area <br />Merging Taper 245' <br />LANE <br />CLOSED <br />C30 12'Maintain 12'+ <br />Clear Lane <br />FASW4-2R <br />Buffer Zone <br />Share <br />The Road <br />W16-1 <br />W11-1 <br />No Parking <br />LANE <br />CLOSED <br />C30 <br />ROAD <br />WORK <br />AHEAD <br />W20-1 <br />250' <br />DETOUR <br />SC3 <br />R3-1SC3 <br />ROAD <br />CLOSED <br />AHEAD <br />W20-3 <br />DETOUR <br />AHEAD <br />W20-2 <br />100' <br />100' <br />ROAD <br />WORK <br />AHEAD <br />W20-1 <br />100' <br />DETOUR <br />M4-10RROAD CLOSED <br />TO <br />THRU TRAFFIC <br />R11-4 <br />ROAD <br />CLOSED <br />R11-2 DETOURM4-10RDETOURM4-10RDETOURM4-10LN Webster Ave <br />IS -5 Off Ramp <br />No Parking <br />Maintain Access To Pedestrians <br />Or Supply Escort/Detour <br />No Parking <br />Plymouth Road <br />Design Speed 35MPH <br />25MPH <br />(Optional) <br />250' <br />ROAD <br />WORK <br />AHEAD <br />W20-1 <br />ROAD <br />WORK <br />AHEAD <br />W20-1 <br />RIGHT LANE <br />CLOSED <br />AHEAD <br />W20-5 <br />500' <br />500' <br />TURN <br />ON RED <br />NO <br />R10-11 <br />TRAFFIC CONTROL PLAN #. <br />Contractor. <br />Agency. <br />Location. <br />START DATE: <br />TIME: <br />DURATION: <br />DWG:Lane Closure <br />DATE: 7/21/2020 <br />DRAWING NOT TO SCALE <br />WORKING HOURS <br />______ AM to ______ PM <br />THIS PLAN IS A DRAFT FOR AND AT THE DIRECTION OF THE OWNER/CONTRACTOR. DRAFTSMAN ACKNOWLADGE NO RESPONSIBILITY IN CASE OF ANY ACCIDENT, INJURY OR DEATH OCCURING DURING THE USE OF THIS UNAPROVED DRAFT.REFERENCE CA/MUTCD AND CALTRANS STANDARD PLANS. FEILD ADJUST AS REQUIRED OR DIRECTED BY CONTROLLING AUTHORITY <br />Legend <br />+/-Cones <br />Arrowboard (Single) <br />Sign Symbol <br />Type 3 Barricade <br />Work Area <br />Manifest <br />67 x +/-Cones <br />4 x W20-1 Road Work Ahead <br />3 x M4-10R Detour Right <br />2 x C30 Lane Closed <br />1 x 25 MPH Sign <br />1 x Arrowboard (Single) <br />1 x M4-10L Detour Left <br />1 x R10-11 No Turn On Red <br />1 x R10-11 R10-11 no turn on red <br />1 x R11-2 Road Closed <br />1 x R11-4 Road Closed To Thru Traffic <br />1 x R3-1 No Right Turn <br />1 x SC3 Detour Straight <br />1 x W11/16-1 Share The Road <br />1 x W20-2 Detour Ahead <br />1 x W20-3 Road Closed Ahead <br />1 x W20-5 Right Lane Closed Ahead <br />1 x W4-2R Right Lane MergeEMERGENCY CONTACT:TCP # BP2 <br />ATSSA <br />SAFER ROADS SAVE LIVES <br />West Valley Construction <br />City Of Stockton <br />Plymouth Road NUse With TCP #BP1, General Notes <br />And Legend, At All Times. <br />BP2 <br />SERVICE SALES RENTAL <br />916 - 920 - 3304 <br />Speed <br />MPH <br />Sign <br />Spacing <br />Merging Taper <br />10'-11'-12' <br />Shifting Taper <br />10'-11'-12' <br />Taper L <br />Fourmula <br />Shoulder Taper <br />10'-11'-12' <br />Buffer <br />Space Taper Conflict <br />25 100' 105'-115'-125' 53'-58'-63' 35'-39'42' 155' 25' 12' <br />30 250' 150'-165'-180' 75'-83'-90' 50'-55'-60' 200' 30' 15' <br />35 250' 205'-225'-245' 103'-113'-123' 69'-75'-82' 250' 35' 17' <br />40 250'-350' 267'-294'-320' 134'-147'-160' 89'-98'-107' 305' 40' 20' <br />45 350'-500' 450'-495'-540' 225'-248'-270' 150'-165'-180' 360' 45' 22' <br />50 500' 500'-550'-600' 250'-275'-300' 167'-184'-200' 425' 50' 25' <br />55 500' 550'-605'-660' 275'-303'-330' 184'-202'-220' 495' 50' 25' <br />Cone Spacing <br />L = WS <br />60 <br />2 <br />L = WS 60 570'480'-720'600'-660'-720'300'-330'-360'200'-220'-240'60'30' <br />65 650'-715'-780'325'-358'-390'217'-238'-260'645'65'32'1850' <br />70 2000'700'-770'-840'350'-385'-420'233'-257'-280'730'70'35' <br />L=Taper Length <br />S=Speed <br />W=width (offset width of path of travel) <br />Cones shown on the templates are <br />for illustrations purposes only. Exact <br />number of cones required shall be <br />based on actual field conditions, ect.... <br />Both are based on- <br />85th percentile or if not available, <br />then use the posted speed limit <br />CA/MUTCD(Table 6C-1,2,3&4) Based Upon 10'-11'-12' Ofsets. Adjust If DifferentCHART A <br />Right Lane Closure (TA-22b)mod <br />Utility Access & Repair <br />Pedestrian Control (TA-28/TA-29) <br />Plymouth Rd & Oxford Way/Bristol Ave. <br />Prepared By <br />Steve Nelson <br />A-T-S-S-A <br />#620272 <br />Exp. 2-12-2023 <br />Trench&Tra f fic <br />S <br />upplyBrian Gutzwiller-Phillips 408-761-3964 BPhillips@wvcc.comJob/P.O. # _____________. <br />WORK AREA <br />FLAGGED PEDESTRIAN CONTROL <br />Pedestrian monitor shall stop pedestrian(s) until <br />pedestrian path has been re-established. maximum <br />length of delay shall not exceed two (2) minutes. <br />No pedestrians shall be directed into travel way <br />Wait For <br />Escort <br />S1 <br />Wait For <br />Escort <br />S1 <br />PEDESTRIAN MITIGATION <br />Maintain Access To All Residents, Businesses, Pedestrians <br />And Emergency Vehicles At All Times. <br />(FLAG AS NEEDED OR DIRECTED) <br />--OPTIONAL <br />NOTE: Use single or multiple flaggers <br />with C9A & W3-4 signage spaced at <br />(See Chart A) in all directions from work <br />area in addition to the plan to slow or <br />stop traffic. flaggers to be competent, <br />trained and qualified per Cal/Osha <br />regulations. Flaggers to maintain visual <br />and/or radio contact at all times. Signal <br />shall be placed in flashing RED mode. <br />C9A <br />STOP BE <br />PREPARED <br />TO STOP <br />W3-4 <br />STOP <br />Right Lane Closure (TA-22b) <br />West Valley Construction2655 E. Miner Ave <br />Stockton, CA 95205 <br />Tel:209-639-1107 Fax: 209-639-1107 <br />SIDEWALK CLOSED <br />AHEAD <br />CROSS HERE <br />SIDEWALK CLOSED <br />AHEAD <br />CROSS HERE <br />SIDEWALK <br />CLOSED <br />SIDEWALK <br />CLOSED Post At Nearest <br />Crosswalk Or <br />Stop Sign <br />Travelway <br />Work lane <br />SidewalkWORK AREA <br />WORK AREA <br />Post At Nearest <br />Crosswalk Or <br />Stop Sign <br />Reversible <br />Use For All Sidewalk Closures <br />(REVERSIBLE)