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Design Speed 25 MPH <br />100' <br />100' <br />100' <br />100'100'100' <br />Buffer <br />Zone <br />STOP BufferZone100' <br />100' <br />100' <br />ROAD <br />WORK <br />AHEAD <br />W20-1 <br />ONE LANE <br />ROAD <br />AHEAD <br />W20-4 C9A <br />STOP LANE <br />CLOSED <br />C30 <br />C9A <br />STOP <br />ONE LANE <br />ROAD <br />AHEAD <br />W20-4 <br />ROAD <br />WORK <br />AHEAD <br />W20-1 <br />ROAD <br />WORK <br />AHEAD <br />W20-1 <br />ONE LANE <br />ROAD <br />AHEAD <br />W20-4 <br />C9A <br />STOP <br />STOP <br />STOP <br />LANE <br />CLOSED <br />C30 <br />10'10'Maintain 10+ <br />Clear Lane <br />Maintain 10'+ <br />Clear Lane <br />Maintain Access To Sidewalk Or Supply Escort <br />TRAFFIC CONTROL PLAN #. <br />Contractor. <br />Agency. <br />Location. <br />START DATE: <br />TIME: <br />DURATION: <br />DWG:Flagging Control <br />DATE: 4/7/2020 <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 />Flagman <br />Sign Symbol <br />Work Area <br />Manifest <br />44 x +/- Cones <br />3 x C9A Flagger Sign <br />3 x W20-1 Road Work Ahead <br />3 x W20-4 One Lane Road Ahead <br />2 x C30 Lane ClosedEMERGENCY CONTACT:TCP # IMA2 <br />ATSSA <br />SAFER ROADS SAVE LIVES <br />West Valley Construction <br />San Joaquin County <br />Various Locations <br />N <br />Use With TCP #IMA1, General Notes <br />And Legend, At All Times. <br />IMA2 <br />SERVICE SALES RENTAL <br />916 - 920 - 3304Brian Gutzwiller-Phillips 408-761-3964 BPhillips@wvcc.comTypical Three Way Flagging Control (TA-27)mod <br />Project Job # ___________________. <br />Pedestrian Control (TA-28/TA-29) <br />Deleware Ave, Telegraph Ave, Inman Ave, <br />Franklin Ave, Margaret 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 />upplyUtillity Access/Repair <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 />SIDEWALK CLOSED <br />AHEAD <br />CROSS HERE <br />R9-11(L) <br />SIDEWALK CLOSED <br />AHEAD <br />CROSS HERE <br />R9-11(R) <br />SIDEWALK <br />CLOSED <br />R9-9 <br />SIDEWALK <br />CLOSED <br />R9-9 <br />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 />Various Low Speed/ <br />Low Volume Locations <br />_____________________________. <br />Maintain Access To All Residents, Businesses, Pedestrians <br />And Emergency Vehicles At All Times. <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 />NOTE: Single, double or more flaggers <br />may be used as needed, required or <br />directed by controlling authority based <br />upon vehicle speed, traffic volume <br />and length of work area NWest Valley Construction2655 E. Miner Ave <br />Stockton, CA 95205 <br />Tel:209-639-1107 Fax: 209-639-1107