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D7 <br />X) <br />ti <br />X) <br />X) <br />Q <br />Q <br />z <br />J <br />J <br />z <br />.0 <br />Y <br />L <br />L <br />Road Closure W/Diversion (TA -07) <br />Pedestrian Control <br />Utility Access and Repairs <br />Qantas Lane <br />Job/P.O. # <br />III <br />(TA-28/TA-29) <br />W20-1 <br />Ill'/l// <br />A.S4 <br />�pO"w W3-4 <br />l�""m W21-3 <br />-- MSp <br />350'-500' <br />/ <br />a/ <br />r'r'r <br />ti <br />ANE y <br />0881 <br />;30 <br />A3i Si s�%tf <br />W1 -3L <br />Glue Downs. <br />WORKING HOURS <br />AM to PM <br />Use With TCP #QAN1, General Notes <br />And Legend, At All Times. <br />Maintain Access To All Residents, Businesses, Pedestrians <br />And Emergency Vehicles At All Times. <br />TCP #QAWa <br />ss,- :o Q u <br />M 8^ SpPpd 4 <br />ROAD ✓ <br />CLOSED P <br />R11-2 <br />M4 -10L <br />loo•-2so' <br />BE <br />Temporary striping T°"°Pp <br />shall be installed. W3-4 <br />1oo'-2W <br />- I—V w <br />Temporary striping !CLOSED <br />D <br />shall be installed. Temporary Stop Signs May Be Needed At This <br />-2 Location Depending On Vehicle Speed & Volumes. <br />WI -3R Adjust As Needed & Or Directed By Controlling Authority <br />Temporary Road <br />ITaper L lspeea4 Sign (Merging Taperl Shifting Taper I Shoulder Taper I Buffer 1 ne Spacing J <br />Fourmula MPH II Spacing II 10 =11 =12' 70 =11 -12' 10 =1'1 -1'2' Space Taner Conflict <br />L = WS21 30 1 250' 1 150'-165'-180' 75'-83'-g <br />60 1 35 1 250' 205'-225'-245' 103'-113'- <br />L = WS 1 60 80'-720 600'-660'-720' 300'-330'-360' 200'-220'-240' 570' 60' 30' <br />65 1850' 650'-715'-780' 325'-358'-390' 217'-238'-260' 645' 65' 32' <br />70 1 2000' 700'-770'-840' 350'-385'-420' 233'-257'-280' 730' 1 70' 1 35' <br />Both are based on- L=Taper Length Cones shown on the templates are <br />85th percentile or if not available. S=Speed for illustrations purposes only- Exact <br />than use the posted speed limit W=-idth (offset width of path of travel) number of cones required shallbe <br />based on actual field conditions, act. <br />Goodfellow Bros <br />50 Contractors Street <br />Livermore, CA. 94551 <br />Tel.559-994-7509 Fax., X" -700X--70000 <br />START DATE: <br />TIM--. <br />DURATION. <br />DWG. Road Closure <br />DATE. 6/13/2022 <br />DRAWING NOT TO SCALE <br />PEDESTRIAN MITIGATION <br />SI SI <br />I <br />ait For Wait For <br />scort Escort <br />F 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 />TRAFFIC CONTROL PLAN #. <br />"tractor, Goodfellows Bros <br />en"y. City Of Stockton <br />IF THIS PLAN IS GOING TO <br />BE USED DURING NIGHT HOURS, <br />FLASHING LIGHTS & RETRO <br />asnm REFLECTIVE SIGNS MUST BE <br />INSTALLED. <br />--OPTIONAL <br />(FLAG AS NEEDED OR DIRECTED) <br />I <br />BE <br />PREPARED <br />TO STOP <br />C9A W3-4 <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. F/aggers to maintain visual <br />and/or radio contact at all times. Signal <br />shall be placed in flashinq RED mode. <br />NOTICE: <br />Remove Or Reduce Control <br />Zone When Work Area No Longer <br />Affects That Area Of The Roadway <br />CMS <br />Board <br />CMS Changeable Message Board <br />Road Date use <br />Closed To Detour <br />Ahead Date Route <br />Post And Select Wording As Needed, Required <br />Or Directed By Controlling Authority <br />Trench&Traffic <br />SUPPLY <br />SERVICE I SALES I RENTAL <br />916 - 920 - .3.304 <br />Legend <br />41+/-Cones/Delineators <br />Flashing Beacon <br />Sign Flags <br />J6 Sign Symbol <br />® Type 3 Barricade <br />® Work Area <br />8pppfpll8 <br />FiP.1]d3p30 <br />I Manifest I <br />111 x +/- Cones/Delineators <br />14 x Sign Flags <br />4 x 25 MPH Sign <br />4x R1-1 R1-1 <br />4 x W20-1 Road Work Ahead <br />4x W34 Be Prepared Tp Stop <br />4 x W34 Prepare To Stop <br />3 x R11-2 Road Closed <br />2 x C30 Lane Closed <br />1 x R1-2 Yield <br />1 x R3 -7r Right Lane Must Turn <br />1 x W1 -3L Shift Left <br />1 x W1 -3R Shift Right <br />1 x W20-3 Road Closed Ahead <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 MAY BE REQUIRED BY LOCALIZED AND/OR TEMPORARY TRAFFIC CONDITIONS. PREPARER ASSUMES NO LIABILITY FOR ANY ACCIDENT, INJURY OR DEATH OCCURING FROM THE USE OF THIS PLAN UNLESS SITE SPECIFIC SERVICES ARE PROVIDED. <br />A.S4 <br />�pO"w W3-4 <br />l�""m W21-3 <br />-- MSp <br />ss,- :o Q u <br />M 8^ SpPpd 4 <br />ROAD ✓ <br />CLOSED P <br />R11-2 <br />M4 -10L <br />loo•-2so' <br />BE <br />Temporary striping T°"°Pp <br />shall be installed. W3-4 <br />1oo'-2W <br />- I—V w <br />Temporary striping !CLOSED <br />D <br />shall be installed. Temporary Stop Signs May Be Needed At This <br />-2 Location Depending On Vehicle Speed & Volumes. <br />WI -3R Adjust As Needed & Or Directed By Controlling Authority <br />Temporary Road <br />ITaper L lspeea4 Sign (Merging Taperl Shifting Taper I Shoulder Taper I Buffer 1 ne Spacing J <br />Fourmula MPH II Spacing II 10 =11 =12' 70 =11 -12' 10 =1'1 -1'2' Space Taner Conflict <br />L = WS21 30 1 250' 1 150'-165'-180' 75'-83'-g <br />60 1 35 1 250' 205'-225'-245' 103'-113'- <br />L = WS 1 60 80'-720 600'-660'-720' 300'-330'-360' 200'-220'-240' 570' 60' 30' <br />65 1850' 650'-715'-780' 325'-358'-390' 217'-238'-260' 645' 65' 32' <br />70 1 2000' 700'-770'-840' 350'-385'-420' 233'-257'-280' 730' 1 70' 1 35' <br />Both are based on- L=Taper Length Cones shown on the templates are <br />85th percentile or if not available. S=Speed for illustrations purposes only- Exact <br />than use the posted speed limit W=-idth (offset width of path of travel) number of cones required shallbe <br />based on actual field conditions, act. <br />Goodfellow Bros <br />50 Contractors Street <br />Livermore, CA. 94551 <br />Tel.559-994-7509 Fax., X" -700X--70000 <br />START DATE: <br />TIM--. <br />DURATION. <br />DWG. Road Closure <br />DATE. 6/13/2022 <br />DRAWING NOT TO SCALE <br />PEDESTRIAN MITIGATION <br />SI SI <br />I <br />ait For Wait For <br />scort Escort <br />F 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 />TRAFFIC CONTROL PLAN #. <br />"tractor, Goodfellows Bros <br />en"y. City Of Stockton <br />IF THIS PLAN IS GOING TO <br />BE USED DURING NIGHT HOURS, <br />FLASHING LIGHTS & RETRO <br />asnm REFLECTIVE SIGNS MUST BE <br />INSTALLED. <br />--OPTIONAL <br />(FLAG AS NEEDED OR DIRECTED) <br />I <br />BE <br />PREPARED <br />TO STOP <br />C9A W3-4 <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. F/aggers to maintain visual <br />and/or radio contact at all times. Signal <br />shall be placed in flashinq RED mode. <br />NOTICE: <br />Remove Or Reduce Control <br />Zone When Work Area No Longer <br />Affects That Area Of The Roadway <br />CMS <br />Board <br />CMS Changeable Message Board <br />Road Date use <br />Closed To Detour <br />Ahead Date Route <br />Post And Select Wording As Needed, Required <br />Or Directed By Controlling Authority <br />Trench&Traffic <br />SUPPLY <br />SERVICE I SALES I RENTAL <br />916 - 920 - .3.304 <br />Legend <br />41+/-Cones/Delineators <br />Flashing Beacon <br />Sign Flags <br />J6 Sign Symbol <br />® Type 3 Barricade <br />® Work Area <br />8pppfpll8 <br />FiP.1]d3p30 <br />I Manifest I <br />111 x +/- Cones/Delineators <br />14 x Sign Flags <br />4 x 25 MPH Sign <br />4x R1-1 R1-1 <br />4 x W20-1 Road Work Ahead <br />4x W34 Be Prepared Tp Stop <br />4 x W34 Prepare To Stop <br />3 x R11-2 Road Closed <br />2 x C30 Lane Closed <br />1 x R1-2 Yield <br />1 x R3 -7r Right Lane Must Turn <br />1 x W1 -3L Shift Left <br />1 x W1 -3R Shift Right <br />1 x W20-3 Road Closed Ahead <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 MAY BE REQUIRED BY LOCALIZED AND/OR TEMPORARY TRAFFIC CONDITIONS. PREPARER ASSUMES NO LIABILITY FOR ANY ACCIDENT, INJURY OR DEATH OCCURING FROM THE USE OF THIS PLAN UNLESS SITE SPECIFIC SERVICES ARE PROVIDED. <br />