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One Way Flagging Control (TA-10)mod <br />Pedestrian Control (TA-28/TA-29) <br />Utility Access & Repairs <br />Sanguinetti Lane <br />Job/P.O. # <br />E (REVERSIBLE) <br />U <br />ti <br />C: <br />U <br />Q <br />zCHAR <br />/ <br />Taper <br />m hu <br />U Fou <br />L=WS= <br />U 60 <br />Z <br />r/ <br />L=WS <br />JJ <br />4— Sanguinetti Lane F <br />�► Design Speed 35WH <br />STOP I}\' <br />ROAo IST <br />C <br />WORK 100 <br />W20-1 - W20-4 <br />c <br />Ro a Pi W EaK <br />Co W20-1 <br />i;t <br />NOTE: 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 area <br />.0 th1111,tda 11t1d1aademIe <br />WORKING HOURS <br />AM to PM <br />Use With TCP #BER 1, General Notes <br />And Legend, At All Times. <br />Maintain Access To All Residents, Businesses, Pedestrians <br />And Emergency Vehicles At All Times. <br />1 41t1 <br />Parking <br />NOTICE: <br />Remove Or Reduce Control <br />Zone When Work Area No Longer <br />ffects That Area Of The Roadwa <br />Shifting Taper Shoulder Taper Buffer cane Spacing SS SS <br />10=11=12• 10=11-12• SPaee r er connier Wait For Wait For <br />53'-58'-63' 35'-39'42' 155' 25' 12' Escort ESCOrt <br />75'-83'-90' 50'-55'-60' 200' 30' 15' <br />103'-113'-123' 69'-75'-82' 250' 35' 17' <br />134'-147'-160' 89'-98'-107' 305' 40' 20' F WORK AREA { <br />225'-248'-270' 150'-165'-180' 360' 45' 22' <br />-780' 325'-358'-390'I 217•-238•-260• I 645' 1 65' 32' <br />Pedestrian monitor shall stop pedestrian(s) until <br />pedestrian path has been re-established. maximum <br />length of delay shall not exceed tv✓o (2) minutes. <br />J -840 1 3so•s8s•-420• 233 -2b 1•-280• 130• 10• 3s• <br />L -'h <br />-a f.rp,rply <br />w�d< coffaatw,dd, . p,th .d—ao <br />No pedestrians shall be directed into travel way <br />Roao �\ <br />WORK <br />W20-1 <br />Maintain 10+ <br />Clear Lane <br />FBuffer Zone <br />Taper <br />Flagger Shall Control Queue <br />Of Vehicles So Traffic Does not <br />Impede Into Cherokee Road. <br />Make Adjustments As Needed <br />Or Per Controlling Authority. <br />Advise, Communication Devices <br />May Be Needed <br />Maintain Access To Pedestrians <br />Or Supply Escort/Detour <br />No Parking <br />No Traffic Devices or Vehicles <br />Shall Be Placed Within the Railroad ROW. <br />Adjust As Needed And/Or <br />Directed By Controlling Authority. <br />TCP # SA 62 <br />A. <br />WORK <br />HE <br />W20-1 <br />1 1 11 t <br />C9A <br />zso� <br />250' y <br />HEA <br />1 ROAD <br />- t W20K1 <br />N D Street <br />y � <br />114 tit <br />I I <br />L <br />`I zso� <br />I � <br />I d <br />W20-1 <br />1'1 t!t <br />DETAIL - 'T icai' Access,,, <br />BUS STOP AND/OR <br />BUSINESS DRIVE Legend <br />LANE <br />CLOSED 1t <br />C30 i • +/- Cones <br />Flagger <br />,__.{s •— — — i do Sign Symbol <br />® Work Area <br />I Manifest I <br />36 x +/- Cones <br />7 x W20-1 Road Work Ahead <br />3 x C9A Flagger Sign <br />1 x C30 Lane Closed <br />1 x W20-4 One Lane Road Ahead <br />1 x W3-4 Be Prepared Tp Stop <br />1 x W3-4 Prepare To Stop <br />SrARTDATE: TRAFFIC CONTROL PLAN #_ SAG2 rR �� <br />Er n ac r <br />SWAN Engineering Inc T/MTrench&Traffic <br />Yankee Hill Rd <br />DURAr/ON= Swan EngineeringInc IS S U P P L Y <br />Roc DWG a` <br />Flagging Confro/ ency_ <br />Rocklin, CA 95677 DATE= 91112022 San Joaquin Count SERVICE i SALES i RENTAL <br />Tel: 916-474-5299 Fax: 916-474-5139 `a `" San uinetti Lane 976 - 920 - -3-30.4 <br />DRAW/NG NOT TO SCALEPvA� <br />ENGINEERS DISCLAIMER- THIS PLAN IS A DRAFT FOR IMPLEMENTATION AT THE DTRECTTON OF OTHERS. IT WAS PREPARED IN CONFORMANCE WTTH TRAFFTC CONTROL STANDARDS ESTABLISHED RV MUTCD R LOCAL AUTHORTTTES <br />FEILD ADJUSTMENTS MAYBE 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 />