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Traffic <br />Control Plans <br />Place Underground and Aerial Cable <br />AT&T PROJECT NUMBER AO I AFNR <br />Schulte Road <br />SAN JOAQUIN COUNTY <br />JT&TIA81110rols <br />2300 E. Eight Mile Road <br />Stockton, CA 95210 <br />Te1:209-474-4364 Fax: 209-952-7381 <br />enerai Nores <br />7. <br />Maintain a full and clear open lane ten (10'+) foot minimum during construction hours. Keep access for emergency vehicles, <br />pee <br />public services, regional transit, business and residents maintained at all times. All [ones shall be open during non -working hours. <br />Merging Taper <br />Sign spacing and tapers based on 25 MPH = 100'-250; 35 MPH = 250'-350; 45 MPH = 350'-500" Refer to and use CA/MUTCD 03/09/2018, REV3, CALTRANS <br />8. <br />standard plans manual as a minimum standard and be in compliance with local City/County/State requirements. Remove or cover conflicting signs. <br />Cone Spacing <br />Must always monitor and maintain traffic control zones at at/ times. All temporary traffic control devices shall not black or impair hydrants and/or drivewayslbus stops <br />=ourmula <br />All signage and channelizers to be visible to approaching motorists for a minimum of 1000'. <br />9. <br />NIGHT WORK: All signage and channelizers to be night visible retroreflective to approaching motorists for a minimum of 1000' feet. Signage is to be flagged <br />10'-11'-�2' <br />andlor lighted. Signs shall be designed and commercially manufactured in accordance with the most recent Callrans standard specifications and the CA/MUTCD, <br />10. <br />The location of the signs shown on this illustration are guidelines and actual locations will depend upon alignment (curves), grade (hills), location of street <br />11, <br />intersections and 85th percentile /posted speed limits /prima facie. Temporary traffic control signage to be removed or covered during non -working hours. <br />12. <br />Field adjust as needed by the trained traffic control supervisor andlor controlling authority <br />13. <br />All open excavations during non -working hours are to be secured with a non-skid steel plate, fenced and/or backfilled. Shoulders to have a 4:1 slope. <br />14. <br />Place bum(W6-1),steel plate ahead W8-24 and/oro en french C27 as needed required or directed. <br />69'-75'-82' <br />Post tow away -no stopping signs with dates and/or times seventy- two (72) hours prior to the start of work. Remove or reduce control zone when the work area no longer <br />affects that area of the roadway. <br />Pedestrians to be detoured around the work area in a safe ADA compliant manner and in a fashion where they do not traverse private property <br />(written permission required when posting signage on private property) or are directed into travel way. Each project shall be reviewed to ensure that complete, safe, <br />useable and accessible paths -of -travel are maintained at alt times during construction. <br />Flagger to be competent, trained and qualified per Cal Osha/Caltrans regulations. Flaggers to maintain visual and/or radio contact at all times. Each flagger shaft be <br />illuminated by a light plant during hours of darkness. <br />Notify and coordinate with city / county / state traffic engineer when any work is preformed within two hundred feet (200 ) of any signalized intersection. <br />Notify police departments, fire departments, public services, regional transit, business and/or residents prior to any shoulder closure, lane closure and/or road closure. <br />No construction equipment allowed in the buffer zone and/or the transition area at any time. <br />Advance warning signage shall be sizes 48" x 48" on orange background with black lettering. <br />Channeling devices, individual spacing and taper lengths are based on the appropriate measurements respective to the chart (see chart A listed within these plans), <br />CHARTA CAlMUTCO Table 6C-1,2,3&4 Based Up on 10'-11'-12' Ofsets, Adjust If Different <br />PEDESTRIAN MITIGATION-(WORKINGHOURS) <br />Taper L <br />pee <br />Sign <br />Merging Taper <br />Shitting Taper <br />Shoulder Taper <br />Buffer <br />Cone Spacing <br />PEDESTRIANS WILL BE ESCORTED THROUGH <br />=ourmula <br />MPH Spacing <br />70' -?1'-72' <br />1D'-71 -92' <br />10'-11'-�2' <br />Space Taper Conflict <br />IN SAFEWORKARE <br />CONTRACTOR IN A SAFE MANNER. <br />CONTRACTOR <br />25 100' 105'-1i5'-125' 53'-58'-63' 35'-39'42' 155' 25' 12' <br />L = WS2 <br />30 250' 150'-165'-180' 75'-83'-90' 50'-55'-60' 200' 30' 15' <br />sa <br />35 <br />250' <br />205'-225'-245' <br />103'-113'-123' <br />69'-75'-82' <br />250' <br />35' 17' <br />PEDESTRIAN MITIGTION - (NON -WORKING HOURS) <br />40 <br />250'-350' <br />267'-294'-320' <br />134'-147'-160' <br />89'-98'-107' <br />305' <br />40' 20' <br />FOUR (4') FOOT MINIMUM CLEAR PATHWAY <br />EXCLUSIVE OF CHANNELIZERS. PATHWAY <br />SURFACE SHALL 9E LEVEL AND NOT HAVE <br />SLOPE GREATER THAN 12; 1 NOR A CROSS <br />SLOPE GREATER THAN 2%. THE SURFACE IP THE <br />PATH SHALL 6E FIRM, STABLE AND SLIP65 <br />RESISTANT. THE PATHWAY SHALL BE <br />CONSTRUCTED OF CONCRETE, ASPHALT, NON <br />SLIP PLYWOOD, NON -SLIP STEEL PLATE OR <br />EQUIVLANT. SURFACE DISCONTINUITIES SHALL <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' 50' 25' <br />L=WS <br />60$O'-720 600'-660'-720' 300'-330'-360' 200'-220'-240'70' 60' 30' <br />j495' <br />1850' 650'-715'-760' 325'-358'-390' 217'- 238'--260' 45' 65' 32' <br />70 2000' 700'-770'-840' 350'-385'-420' 233'-257'-280'30' 70' 35' <br />Beth are based on- L=Taper Length cones shown on +ha templates are <br />ror iii—t—ti. s purposes only. Exact <br />Rsth per�ontilo or anal xvaiiabte, <br />then use the Posted speed Hmit <br />5=speed <br />W=width J,f(S <br />L width of path of trades) <br />number a! canes required shall ba <br />ha.eed �., arcual 6.1drondwaes. est.... <br />NOT EXCEED ONE -HALE (112") INCH MAXIMUM. <br />ALTERNATE (T13/TA 10).... <br />WW20-1 <br />REOAD pREPAREPTa sYOPSee ChartA Seo ChndA See ChattA Sec Chad A -fl 20-4 C9 3 - <br />NOTE : When two 10' (ft) Lanes cannot be maintained In all directions or when work area affects <br />a crossing street use single or multiple Flaggers with W20-1, W20-4,C9A & W3.4. Signage spacing <br />see CHARTA in all directions from the work area. Flaggers to be competent, trained and qualified <br />per Cal OshalCaltrans regulations.Flaggers maintain visual and/or radio contactat all times. <br />NIGHT WORK : Each flagger shall be illuminated by a light plant during the hours of darkness. <br />0 Trench &Traffic <br />SUPPLY <br />SERVICE I SALES I RENTAL <br />916- 920 - 3304 <br />Ira <br />Pr,p.red ay <br />4 PPnp M. OPo•,Me N <br />AT3iA <br />roouurP a <br />e EiP. 13.S.R0.q <br />r <br />