Laserfiche WebLink
W <br />Traffic Control Plans <br />Utility Access, Repairs & Improvements <br />traffic commoilers/sue wltlt the addition proper traffic devices and the knowledgeof usln them Awl ones. <br />p rvilace popg <br />.ThelscuIon,spacing8Wl di errtofthe e,Aunman,lzxswsptheseplansaregultlellnez and may dfferfiom actual <br />fieltl zMup/condfionz, tlepaitling on Gratle, Nllgnmerrt, posted zpcetl 8lrrtxzeRlonz. <br />. Contractor shall modify all affected by traffic se up including local fire & law enforcement, ambulance sxWces, public sxWces, <br />residents & business within 72 hours before the start Many work. <br />. NII job sRes shall appoint a designated personds) W mvntain & uphold that the traffic control Is hammered to meet standards <br />at all limes and W proWtle any accommotlafions for non-mMonsts. <br />. Pedestrian & tlisabled access shall be hammered at all times. Follow Local guidelines and/or MUTCD standards. <br />. NII signage shall conform to local agency standards or perthe MUTCD manual. During nonworking M1ours signage <br />& chane lxxs shall be removed or covered. <br />. N minimum 10' (tai fed) travel lanes must be hammered atall times. <br />. N0 Personal or equipment shall bewitltin the buffer zone or transition areas at all limes. <br />. NIGHT WORK: NII signage and channellzers shall be tumbled! with retrorelecfive and in eat the standards M the local agency <br />per MJTCD. Flashing Beaconalights shall be used. AM baggers shall meet code and be Ilium ln#etl during non moble hours. <br />D.Temporary traffic control plans are valltl only in conjuncfion with a permit issued by the public works department ortlte local <br />cdrtnollbing amthontrs.A tempo rytraffic con[ i plan itself is not a permit to IF work. <br />Flagging Control <br />E Handel Road <br />City Of Lodi, CA <br />Contractor: Arnaudo Construction <br />MT� <br />916.862.0599 <br />www.NationalTrafficDesigns.com <br />P.O. Box 5193 <br />Auburn CA, 95604 <br />— RECOMMENDEDADUANCED 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 />'.elf Speed <br />lit (mph) <br />Sign <br />Spacing <br />Shoulder -11' Taper <br />10'0'-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 />155' <br />25' <br />50' <br />12' <br />30 <br />250' <br />50'-55'-60 <br />15'-83'-90' <br />150'-165'-180' <br />200'3 <br />60' <br />15' <br />WS' <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 />27' <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(R). 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 />