Laserfiche WebLink
LANE <br />CLOSED <br />C30BUS STOP AND/OR <br />BUSINESS DRIVE <br />DETAIL - 'Typical' Access... <br />STOPSTOPSTOP STOPMoving Work AreaBuffer Zone <br />ROAD <br />WORK <br />AHEAD <br />W20-1 <br />ONE LANE <br />ROAD <br />AHEAD <br />W20-4C9A <br />STOP <br />500'500'250' <br />250'250'500'500' <br />ROAD <br />WORK <br />AHEAD <br />W20-1 <br />ONE LANE <br />ROAD <br />AHEAD <br />W20-4 C9A <br />STOP BE <br />PREPARED <br />TO STOP <br />W3-4 <br />ROAD <br />WORK <br />AHEAD <br />W20-1 <br />ONE LANE <br />ROAD <br />AHEAD <br />W20-4 <br />C9A <br />STOP <br />250'500'500'ROAD <br />WORK <br />AHEAD <br />W20-1 <br />ONE LANE <br />ROAD <br />AHEAD <br />W20-4 <br />C9A <br />STOP250'500'500'LANE <br />CLOSED <br />C30 <br />STOP <br />STOP <br />Dodds Road <br />Design Speed 55MPH <br />Dodds Road <br />Design Speed 55MPHEscalon Bellota RoadDesign Speed 55MPHEscalon Bellota RoadDesign Speed 55MPH35 <br />MPH <br />25 <br />MPH <br />35 <br />MPH <br />35 <br />MPH <br />35 <br />MPH <br />25 <br />MPH <br />25 <br />MPH <br />25 <br />MPH10'Maintain 10+ <br />Clear Lane <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 />NOTE: Two 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 <br />Maintain Access To Sidewalk Or Supply Escort <br />Remove Or Reduce Control <br />Zone When Work Area No Longer <br />Affects That Area Of The Roadway <br />NOTICE: <br />Flagger to control vehicles to <br />avoid traffic queue on Escalon Bellota Rd. <br />Adjust as Needed. <br />TRAFFIC CONTROL PLAN #. <br />Contractor. <br />Agency. <br />Location. <br />START DATE: <br />TIME: <br />DURATION: <br />DWG:One Way Flagging <br />DATE: 11/21/2019 <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 />59 x +/- Cones <br />8 x 25 MPH Sign <br />4 x C9A Flagger Sign <br />4 x W20-1 Road Work Ahead <br />4 x W20-4 One Lane Road Ahead <br />2 x C30 Lane Closed <br />1 x W3-4 Be Prepared Tp Stop <br />1 x W3-4 Prepare To StopEMERGENCY CONTACT:TCP # ESC2 <br />ATSSA <br />SAFER ROADS SAVE LIVESChad Dessert 209-649-2464 cdessert@prestonpipelines.comPreston Pipelines <br />San Joaquin County <br />Dodds Road <br />N <br />Use With TCP #ESC1, General Notes <br />And Legend, At All Times. <br />ESC2 <br />SERVICE SALES RENTAL <br />916 - 920 - 3304 <br />Preston Pipelines3780 Commerce Drive <br />West Sacramento, CA 95691 <br />Tel:916-386-1500 Fax:916-386-7531 <br />One Way Flagging Control (TA-10)mod <br />Utility Access & Repair <br />Pedestrian Control (TA-28/TA-29) <br />Dodds Rd - Escalon Bellota Rd to E Mariposa Rd. <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 />upply(REVERSIBLE) <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 />Job/P.O. # _____________.