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C <br />0 <br />0 <br />N <br />N <br />E <br />W <br />Page No. 1 of 2 <br />Traffic Control Plans <br />UtilityAccess, Repairs &Improvements <br />Flagging Control <br />College Avenue &West Lane <br />San Joaquin County, CA <br />GENERAL NOTES <br />These traffic control plans conform to the latest edition of the MLITCD manual & are Intended for use by trained & licensed <br />traffic controllers/supervisors, with the addition of proper traffic devices and the knowledge of using them at all times. <br />The location, spacing & placement of the signs/channelizers within these plans are guidelines and may differ from actual <br />geld setup/conditions, depending on Grade, Alignment, posted speed & intersections. <br />Contractor shall notify all affected by traffic setup including local fire & law enforcement, ambulance services, public services, <br />residents & business within 72 hours before the start of any work. <br />All job sites shall appoint a designated persons) to maintain & uphold that the traffic control is maintained to meet standards <br />at all times and to provide any accommodations for non -motorists. <br />Pedestrian & disabled access shall be maintained at all times. Follow Local guidelines and/or MUTCD standards. <br />All signage shall conform to local agency standards or per the MUTCD manual. During non -working hours signage <br />& channelizers shall be removed or covered. <br />A minimum 10' (ten feet) travel lanes must be maintained at all times. <br />No Personal or equipment shall be within the buffer zone or transition areas at all limes. <br />NIGHT WORK: All signage and channelizers shall be outfitted with relroreflective and meet the standards of the local agency o <br />per MUTCD. Flashing Beacons/lights shall be used. Any flaggers shall meet code and be illuminated during non visible hours. <br />.Temporary traffic control plans are valid only in conjunction with a permit issued by the public works department or the local <br />controlling authority's. A temporary traffic control plan Itself is not a permit to preform work. <br />. Contact underground service alert (811) 48 hours prior to any underground work. <br />Contractor: <br />valley <br />V CONSTRUCTION <br />LIQ #174966 <br />NTr7L <br />AF f_11//UAff!F49AW_'1221AMNJ /r/Iff-'� <br />530.305.9111 <br />www.TrafficControlDesigns.com <br />P.O. Box 5193 <br />Auburn CA, 95604 <br />— RECOMMENDED ADVANCED WARNING SIGN & CHANNILIZER SPACING (Table -A-) <br />MUTCD Table (6C.1,2,3,4& 6F•101) Data Based On 10'-11'-12' Lane Offsets. Field Adjustments May Be Required. <br />Posted Speed Sign Shoulder Taper Shifting Taper Merging Taper Max Cone Spacing Taper <br />Limit (mph) Spacing 10'• 11'• 12' 10'-11'-12' 10'• 11'-12' Buffer Space Taper Tangent ConFlict Formula <br />30 I 250' I 50'- 55'- 60' 75'- 83'- 90' 150'• 165'• 180' 200' 30' 60' 1 76 5' L = <br />35 250' 69'- 75'• 82' 103'-113'-123' 200'- 225'- 245' 250' 35 <br />1 50 1 500' 1167'-184'-200'1250'-275'-300'1500'-550'-600'1 425' 1 50' 1 100' 1 25' <br />55 5110' 184'-202'-220' 275'-303'-310:1510,605'-660' 495' 55' 110' 27' L= WS <br />60 1000'+ 200'- 220'• 240' 300'• 330'- 360 600'- 660'- 720' 570' 60' 120' 30' <br />65 1000'+ 217'- 238'- 260' 325'- 358'- 390' 650'• 715'- 780' 645' 65' 130' 32' <br />I Is Based On Peak 85th Percentile Speed Prior To The Start Of Work And/Or Anticipated Operating Speeds (MPH). <br />L = Taper Length(ft). S = Posted Speed. W = Width Of Offset (ft) <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 />