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E <br />W <br />Page No. 1 of 2 <br />Traffic Control Plans <br />Utility Access, Repairs & Improvements <br />Flagging Control <br />E Handel Road <br />City Of Lodi, CA <br />traffic commollers/sue wltlt the addition of r ert2Rlc devices and the knowledge using then Awl ones. <br />p rvilace pop g g <br />.Te lscuIon,spacing8Wl di errtofthe Gmsigns/gnmeMlpos dspel &iplans are gultltllnez and may dfferfrom actual <br />fieltl zMup/condfionz, tleperitling on Gratle, NllgnmeM, portetl speed 8lrrtersecfionz. <br />. Contractor small modify all affected by traffic secip including local fire & law enforcement ambulance services, public services, <br />residents & business within 72 hours before the stet Many work. <br />.All job sites shall appoint a designated persons) to maintain & uphold that the traffic control Is mairrtvned to meet standards <br />at all times and W moved any accommotlabons for non-mMonsts. <br />. PedaMan & disabled access small be manicured A all dimes. Follow Local guidelines and/or MUTCD standards. <br />. NII signage zM1all conform to local agency z[antlartlz or per the MUTCD manual. During nonworking hours signage <br />8 cM1anntllxem shall be removed or covered. <br />. N minimum 10' Qeri feet) tray. lana must be minmained A all dimes. <br />. No Personal or equipment shall bewiditin dire buffer zone or transition areas A all dimes. <br />. NIGHT WORK: NII signage and channellxers shall be tumbled oath rMroreflective and meet the standards oPote local agency <br />per MUTCD. Flashing Beacons/lights shall be used Any flaggers shall meet code and be illuminated during non visible hours. <br />D.Temporary traffic control plans are valid only In conjunction with a permit issued by the public works department or Me local <br />controlling amthonty's. A temporary traffic control plan Itself Is net a penm9 W Fromm work. <br />1. Contact underground service alert (811) Q hours poor W any underground work. <br />Contractor: Arnaudo Construction <br />530.305.9111 <br />www.NationalTrafficDesigns.com <br />P.O. Box 5193 <br />Auburn CA, 95604 <br />— RECOMMENDED ADVANCED WARNING SIGN& <br />MUTCD Table 6C-123E&6F-101 Data Based On 10'-11'-12'Lane <br />( ) <br />CHANNILIZER SPACING (Table "A") <br />Offsets. Field Adjustments May <br />1 V <br />Be Required. <br />9 <br />:ed Speed <br />lit (mph) <br />Sign <br />Spacing <br />Shoulder Taper <br />10'-11'-12' <br />Shifting <br />10'-11'-12 <br />Taper <br />Merging <br />10'-11'-12' <br />Taper <br />Buffer Space <br />Max <br />Taper <br />Cones Spacing <br />Tangent ConFlict <br />Taper <br />Formula <br />25 <br />100' <br />35'-39'-42' <br />53'-58'-63' <br />105'-115'-125' <br />16F <br />25' <br />50' <br />12' <br />30 <br />26W <br />50'-55'-60' <br />15'-83'-90' <br />150'-165'-180' <br />200' <br />30' <br />60' <br />15' <br />yyg' <br />35 <br />26W <br />69'-]5'-82' <br />103'-113'-123' <br />200'-225'-245' <br />26W <br />35' <br />70' <br />1]' <br />L 60 <br />40 <br />250' <br />89'-98'-10]' <br />134'-14]'-16E <br />26]'-294'-320' <br />305' <br />40' <br />80' <br />20' <br />45 <br />350' <br />150'-165'-180' <br />225'-248'-2]0' <br />450'-495'-540' <br />36W <br />45' <br />90' <br />22' <br />50 <br />500' <br />16]'-184'-200' <br />250'-275'-300' <br />500'-550'-600' <br />425' <br />50' <br />100' <br />25' <br />55 <br />500' <br />184'-202'-220' <br />2]5'-303'-330' <br />550'-605'-660' <br />49F <br />55' <br />110' <br />2]' <br />L=WS <br />60 <br />1000'+ <br />200'-220'-240' <br />300'-330'-360' <br />600'-660'-]20' <br />570' <br />60' <br />120' <br />30' <br />L= Taper Length(ft). S=Posted Speed. W=Width Of <br />ENGINEER & DESIGN DISCLAIMER: NATIONAL TRAFFIC DESIGNS TAKES NO RESPONSIBILITYS IN THE CASE OFANYACCIDENT INJURY OR DEATH FROM THE USE OF THESE PLANS. NATIONAL TRAFFIC DESIGNS <br />HAS PREPARED THESE PLANS AS A DRAFT TO BE USED IN THE DESCRETION OF THE CONTRACTOR & THOSE CERTIFIED ON SITE FOLLOWING ALL AGENCY GUIDLINES. <br />