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STOPSTOP50'50'100'100' <br />50'50'100'100' <br />Buffer Zone <br />Taper 50'-100' <br />ROAD <br />WORK <br />AHEAD <br />W20-1 <br />ROAD <br />WORK <br />AHEAD <br />W20-1C9A <br />STOP <br />C9A <br />STOP <br />ONE LANE <br />ROAD <br />AHEAD <br />W20-4 <br />ONE LANE <br />ROAD <br />AHEAD <br />W20-4 <br />BE <br />PREPARED <br />TO STOP <br />W3-4 <br />BE <br />PREPARED <br />TO STOP <br />W3-4 <br />LANE <br />CLOSED <br />C30 <br />STOP <br />STOP <br />10'Maintain 10+ <br />Clear Lane <br />Coolidge Avenue <br />Design Speed 25MPH <br />Coolidge Avenue <br />Design Speed 25MPHE Washington StreetE Washington StreetNOTE: Two or more flaggers <br />Shall be used as needed, required or <br />directed by controlling authority based <br />upon vehicle speed, traffic volume <br />and length of work areaSTOPSTOPSTOPSTOP50' <br />50' <br />100' <br />100' <br />50' <br />50' <br />100' <br />100' <br />WORK AREA <br />STOP <br />100' <br />100' <br />100' <br />100' <br />ROAD <br />WORK <br />AHEAD <br />W20-1 <br />ROAD <br />WORK <br />AHEAD <br />W20-1 <br />ROAD <br />WORK <br />AHEAD <br />W20-1 <br />ROAD <br />WORK <br />AHEAD <br />W20-1 <br />ROAD <br />WORK <br />AHEAD <br />W20-1 <br />ROAD <br />WORK <br />AHEAD <br />W20-1 <br />C9A <br />STOP <br />C9A <br />STOP <br />ONE LANE <br />ROAD <br />AHEAD <br />W20-4 <br />ONE LANE <br />ROAD <br />AHEAD <br />W20-4 <br />BE <br />PREPARED <br />TO STOP <br />W3-4 <br />BE <br />PREPARED <br />TO STOP <br />W3-4 <br />S Sinclair Ave S Sinclair Ave <br />Carroll Ave Carroll Ave <br />10' <br />Maintain 10+ <br />Clear Lane <br />TRAFFIC CONTROL PLAN #. <br />Contractor. <br />Agency. <br />Location. <br />START DATE: <br />TIME: <br />DURATION: <br />DWG:Flagging Control <br />DATE: 12/2/2022 <br />DRAWING NOT TO SCALE <br />WORKING HOURS <br />______ AM to ______ PM <br />Legend <br />+/-Cones STOP <br />Flagger <br />Sign Symbol <br />Work Area <br />Manifest <br />41 x +/-Cones <br />8 x W20-1 Road Work Ahead <br />4 x C9A Flagger Sign <br />4 x W20-4 One Lane Road Ahead <br />4 x W3-4 Be Prepared Tp Stop <br />4 x W3-4 Prepare To Stop <br />1 x C30 Lane ClosedEMERGENCY CONTACT:TCP #COL3 <br />ATSSA <br />SAFER ROADS SAVE LIVES <br />West Valley Construction <br />San Joaquin County <br />Coolidge Avenue <br />N <br />Use With TCP #COL1, General Notes <br />And Legend, At All Times. <br />COL3 <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 & RepairPedestrian Control (TA-28/TA-29) <br />Coolidge Avenue <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 />upplyJob/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 />One Way Flagging Control (TA-10)mod <br />West Valley Construction2655 E. Miner Ave <br />Stockton, CA 95205 <br />Tel:209-639-1107 Fax: 209-639-1107 <br />Remove Or Reduce Control <br />Zone When Work Area No Longer <br />Affects That Area Of The Roadway <br />NOTICE: <br />ENGINEERS DISCLAIMER: THIS PLAN IS A DRAFT FOR IMPLEMENTATION AT THE DIRECTION OF OTHERS. IT WAS PRE PARED IN CONFORMANCE WITH TRAFFIC CONTROL STANDARDS ESTABLISHED BY MUTCD & LOCAL AUTHORITIES. <br />FEILD ADJUSTMENTS MAY BE REQUIRED BY LOCALIZED AND/OR TEMPORARY TRAFFIC CONDITIONS. PREPARER ASSUME S NO LIABILITY FOR ANY ACCIDENT, INJURY OR DEATH OCCURING FROM THE USE OF THIS PLAN UNLESS SITE SPECIFIC SERVICES ARE PROVIDED.Brian Gutzwiller-Phillips 408-761-3964 BPhillips@wvcc.com(REVERSIBLE)