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R RFRENCH CAMP RD35 MPH250'ROADWORKAHEADW20-1C9A(CA)PREPAREDBETO STOPW3-4250'R <br /> <br /> <br /> <br />R STOPS HARLN RD35 MPH 250'250'250'ROADWORKAHEADW20-1C9A(CA)PREPAREDBETO STOPW3-4250'PREPAREDBETO STOPW3-4250'ROADWORKAHEADW20-1C9A(CA)NOTE:FLAGGERS TO BE IN PLACE WHILERR CROSSING GUARD-ARMS AREDEACTIVATED DURING MAINTENANCE.CONTRACTOR TO PROVIDEFLAGGERS TO ASSIST PEDESTRIANSTHROUGH THE WORK ZONENOTEFLAGGERS TO CONTROL TRAFFIC FOR THISPHASE OF CONSTRUCTION AND ARE TOREMAIN IN CONSTANT COMMUNICATION.FRENCH CAMP RD35 MPHPLOTTED: 3/8/20222001 THIRD ST #H, RIVERSIDE, CA 92507(626) 320 - 0996 | peterm@ospros.netTelecom Solutions, LLCROROO S PO S PPREPARED BY:VICINITY MAPWORK AREATRAFFIC CONTROLDRAWNOFREVCHECKEDDESIGNTRACKING #.DATEPROJECT #DOT# 752776NFRENCH CAMP RD & HARLAN RDSAN JOAQUIN COUNTY, CA 95231DSDSOSPRO03/07/202211752776NRS-UPRR-DOT752776N-TCP0FLASHING ARROW BOARDTRAFFIC SIGNEXISTING TURN-ONLY LANEEXISTING NO-TURN LANETRAFFIC FLOW DIRECTIONTRAFFIC CONEWORK ZONEDRIVEWAYFLAGGERTRAFFIC SIGNALLEGENDPEDESTRIAN DETOUR PLANSCOPE OF WORKNORTHSEWTYPE III BARRICADE / WITH SIGNTYPE II BARRICADE / WITH SIGNUNION PACIFICRAILROADLIGHT PLANTUNION PACIFIC RAILROADDOT# 752776NFRENCH CAMP RD & HARLAN RD,SAN JOAQUIN COUNTY, CA 9523120'SCALE: 1" = 40'0'40' 60'NORTHSEWREVISION NOTESDATEINITIALSDESCRIPTION----------------------------------------TEMPORARY TRAFFIC CONTROL DEVICE & SIGN PLACEMENTIN FRENCH CAMP, SAN JOAQUIN COUNTY RIGHT OF WAY FORMAINTENANCE OF UNION PACIFIC RAILROAD SYSTEMSROADWORKAHEAD(optional)SIDEWALK DETOURSIDEWALK CLOSEDCROSS HERESIDEWALK CLOSEDCROSS HERESIDEWALKCLOSEDSIDEWALK DIVERSIONROADWORKAHEAD48 inchesMIN.(See section6D.01)R9-11aW20-1W20-1R9-9R9-11aNote: See Tables 6H-2 and 6H-3 for the meaningof the symbols and/or letter codes used inthis figure.November 7, 2014Page 1204Figure 6H-28. Sidewalk Detour or Diversion (TA-28)TYPICAL APPLICATION 28California MUTCD 2014 EditionChapter 6H - Typical ApplicationsPart 6 - Temporary Traffic Control(FHWA's MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)* - FOR OTHER OFFSETS, USE THE FOLLOWING MERGING TAPER LENGTH FORMULA FOR L:FOR SPEED OF 40 MPH OR LESS, L = WS260FOR SPEED OF 45 MPH OR MORE, L = WSWHERE: L = TAPER LENGTH IN FEET W = WIDTH OF OFFSET IN FEET S = POSTED SPEED LIMIT, OFF - PEAK 86TH - PERCENTILE SPEED PRIOR TO WORK STARTING, OR THE ANTICIPATED OPERATING SPEED IN MPH** - USE FOR TAPER AND TANGENT SECTIONS WHERE THERE ARE NO PAVEMENT MARKINGS OR WHERETHERE IS A CONFLICT BETWEEN EXISTING PAVEMENT MARKINGS AND CHANNELIZERS (CA).SPEED(S)TANGENT202LMERGINGLSHIFTINGL/225303540455055606570mph160250360490640108012001320144015601680ft80125180245320540600660720780840ft406390123160270300330360390420ft27426082107180200220240260280ftFOR WIDTH OF OFFSET 12 FEET (W)MINIMUM TAPER LENGTH*TABLE 1TAPER TANGENTftftSHOULDERL/3CONFLICTftXYZ**DEVICE SPACINGMAXIMUM CHANNELIZINGCANNELIZING DEVICE SPACINGTAPER LENGTH CRITERIA AND20253035404550505050504050607080901001001001001001012151720222525252525751800900450300 50 100 25* - SPEED IS POSTED SPEED LIMIT, OFF - PEAK 85TH - PERCENTILESPEED PRIOR TO WORK STARTING, OR THE ANTICIPATEDOPERATING SPEED IN MPH.** - LONGITUDINAL BUFFER SPACE OR FLAGGER STATION SPACING.*** - USE ON SUSTAINED DOWNGRADE STEEPER THAN -3 PERCENTAND LONGER THAN 1 MILE.SPEED *20-3%25303540455055606570mph115155200250305360425495570645730ft116158205257315378446520598682771ft120165215271333400474553638728825ft126173227287354427507593686785891ftDOWNGRADE MIN D ***TABLE 2MIN D **-6% -9%LONGITUDINAL BUFFER SPACE ANDFLAGGER STATION SPACING758208669271003Road TypeUrban - 25 mph or less***Distance Between Signs**C100 feet250 feet350 feet500 feet100 feet250 feet350 feet500 feet100 feet250 feet350 feet500 feetBAUrban - more than 25 mph to 40 mph***Urban - more than 40 mph***RuralExpressway / Freeway2,640 feet1,000 feet 1,500 feetADVANCED WARNING SIGN SPACINGTABLE 3* - THE DISTANCES ARE APPROXIMATE, ARE INTENDED FOR GUIDANCEPURPOSES ONLY, AND SHOULD BE APPLIED WITH ENGINEERING JUDGEMENT.THESE DISTANCES SHOULD BE ADJUSTED BY THE ENGINEER FOR FIELD CONDITIONS,IF NECESSARY, BY INCREASING OR DECREASING THE RECOMMENDED DISTANCES.TTC NOTES- INDIVIDUALS WHO ARE KNOWLEDGEABLE IN THE PRINCIPLES OF PROPER TTC SHOULD BE ASSIGNED RESPONSIBILITYFOR SAFETY IN TTC ZONES, TO CHECK THAT ALL TTC DEVICES OF THE PROJECT ARE REASONABLY CONSISTENT WITHTHE TTC PLAN AND ARE EFFECTIVE IN PROVIDING REASONABLY SAFE CONDITIONS FOR MOTORISTS, BYCYCLISTS,PEDESTRIANS, AND WORKERS.- AS WORK PROGRESSES TEMPORARY TRAFFIC CONTROLS AND/OR WORKING CONDITIONS SHOULD BE MODIFIED INORDER TO PROVIDE REASONABLY SAFE AND EFFICIENT ROAD USER MOVEMENT AND TO PROVIDE WORKER SAFETY.THE INDIVIDUAL RESPONSIBLE FOR TTC SHOULD HAVE THE AUTHORITY TO HALT WORK UNTIL APPLICABLE ORREMEDIAL SAFETY MEASURES ARE TAKEN.- ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED AS SOON AS IS PRACTICAL.- AUDIBLE INFORMATION DEVICES ARE TO BE USED TO ASSIST PEDESTRIANS WITH VISUAL DISABILITIES WHERENEEDED.- ALL DRIVEWAYS ARE TO REMAIN OPEN AT ALL TIMES.- CONTRACTOR TO CONTACT LOCAL TRANSIT AGENCY WHEN REQUIRED WORK IMPACTS PUBLIC TRANSPORTATION.-CONTRACTOR TO PLACE TEMPORARY NO PARKING SIGNS 48HRS IN ADVANCE OF CLOSING ANY PARKING LANES.- ALL TTC WILL BE COMPLIANT WITH THE MOST RECENT CALIFORNIA MUTCD AND/OR WATCHBOOK PER LOCALJURISDICTIONAL REQUIREMENTSNOTES:- DRIVEWAY ACCESS TO BE MAINTAINED AT ALL TIMES- ALL TEMPORARY TRAFFIC CONTROL DEVICES TO BE REMOVED AT THE END OF EACH SHIFT1VICINITY MAP, SOW, TTC NOTES, LEGEND,TYPICAL, TTC DESIGN SHEETCONTENTSPEDESTRIAN NOTES: A DEDICATED INDIVIDUAL WILL BE ASSIGNED THE RESPONSIBILITY OF ESCORTING PEDESTRIANS THROUGHTHE WORK AREA IN ACCORDANCE WITH THREE MAJOR CONSIDERATIONS:1. PEDESTRIANS SHOULD NOT BE LED INTO DIRECT CONFLICT WITH WORK SITE VEHICLES, EQUIPMENT,OR OPERATIONS.2. PEDESTRIANS SHOULD NOT BE LED INTO DIRECT CONFLICT WITH MAINLINE TRAFFIC MOVINGTHROUGH OR AROUND THE WORK SITE.3. PEDESTRIANS SHOULD BE PROVIDED WITH A REASONABLE, SAFE, CONVENIENT, AND ACCESSIBLEPATH THAT REPLICATES AS NEARLY AS PRACTICAL THE MOST DESIRABLE CHARACTERISTICS OF THEEXISTING SIDEWALK OR 5’ MINIMUM FOOTPATH.MA <br />T <br />C <br />H <br />L <br />I <br />N <br />E <br /> <br />S <br />E <br />E <br /> <br />A <br />BO <br />V <br />E <br /> <br />L <br />E <br />F <br />T MATCHLINE SEE BELOW RIGHT