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E <br />E <br />W <br />. 1 <br />Traffic Control Plans �� <br />Utility Access, Repairs & Improvements <br />Road Closures <br />Various Locations <br />City Of Stockton, CA <br />traffic commilers/sue wltlt the addition proper traffic devices and the knowledgeof usin then Awl ones. <br />p rvilace popg <br />. <br />The location, zpadng 8 depending <br />of Gra e, Alignment <br />posted sped & intersections. plans are gultlellnez antl may dfferfi om acW al <br />fieldCon r actor shndfionz, tlepaukng on C2tle, Nfgnme lu ing to zpcetl 8 nfoce <br />. <br />Contractor business all affec[Mbytraffic sem pIut0 my won. 81aw enforcemerrt, unbalance zxWca,public zxWca, <br />All job sm sbuzlnaz appoint <br />a 72 hours before lite start in any work. <br />. NIIjobsaesndt aproddl any accom odaonds)W non -m n8sts. that the traffic control is malrrtvnetl to meet z[antlartlz <br />atalllima and WproWtleany hall be hammerns ed at <br />non-mM. Foil <br />. PMatrlan 8 all conform <br />rm essto l cal be q standards <br />at all teres. Follow Local guidelineswing andnon/ wMUTCD urs signage . NII signage shall conform to local r cove ztantlartls or pertM1e MUTCD manual. Outing nonworking hours signage <br />8 channeminimum <br />zealfberemoved a mustb. <br />.IN minimum Personal o' equf me t sha lanes mus[ be maf r zon at all fma. <br />. No HT WO : All <br />signage <br />anal) bewitltin fete bufhall be or tumbled! wth on areas at all fides. <br />. NICHT WONK: NII signage antl lights shxaz suall be Mgg ws s a l meet <br />code and beetthe <br />mi ztantlauri M the local agency a <br />per porary trafFlasfic <br />o Bol plans we v id o ly usedin co uin ton wt a pe me4 sued and be public med works department <br />non mublet orth hours. <br />o.Tedpo2ry traffic cors. A plans are tr.a only In conjuncfion is n as peen Izzuetl by m public works tlepaMnaR ortlte local <br />corrtroll g tlmnry'z.N tempo rytraffic corrt Ipl [zea lz nota perml[[o prNorm work. <br />Contractor: Superior Barricades LLC <br />NTi7)) <br />916.862.0599 <br />www.NationalTrafficDesigns.com <br />P.O. Box 5193 <br />Aubum CA, 95604 <br />— RECOMMENDEDADUANCEDWARNING 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 />'.etl 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 />250' <br />50'-55'-60' <br />]5'-83'-90' <br />150'-165'-180' <br />200' <br />30' <br />60' <br />15' <br />yyg' <br />35 <br />250' <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]'-160' <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'-2]5'-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 />495' <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 RESPONSIBILDYS IN THE CASE OFANYACCIDENT, INJURYOR DEATH FROM THE USE OF THESE PLANS. NATIONAL TRAFFIC DESIGNS <br />HAS PREPARED THESE PLANSASA DRAFT TO BE USED IN THE DESCRETION OF THE CONTRACTOR &THOSE CERTIFIED ON SITE FOLLOWING ALL AGENCY GUIDLINES. <br />