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W20-1 <br />ROAD <br />TRANSIT WORX <br />AHEAD <br />CONTACTSKIP ALGARD WITH EVERETTTRANSIT (425-257-7765, <br />salgard@everettwa.gov) AND DANA OSBORN WITH COMMUNITY <br />TRANSIT(425-348-7191, dana.mborn@mmmtrans.org) AT LEAST 2 <br />WEEKS PRIOR TO CLOSURE. <br />GENERAL NOTES: <br />1. ALLWORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR <br />MUNICIPALITY DICTATE OTHERWISE. <br />2. ALLSIGNSARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. <br />1 IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORKZO NE. <br />4. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. <br />S. WORKAREATOINCLUDE STAGING AREA. <br />SPEED <br />Public Road <br />LIMIT <br />35 <br />Speed Limit <br />Assumed <br />Z„LED <br />"MIT <br />Private Road <br />25 <br />Speed Limit <br />MINIMUM TAPER LENGTH IN FEET <br />LANE <br />WIDTH <br />25 <br />30 <br />35 <br />POSTED SPEED LIMIT (MPH) <br />40 45 50 55 W 65 70 <br />10 <br />105 <br />150 <br />205 <br />270 <br />450 <br />500 <br />550 <br />- <br />- <br />- <br />11 <br />115 <br />165 <br />225 <br />295 <br />495 <br />550 <br />605 <br />660 <br />- <br />- <br />12 <br />125 <br />180 <br />245 <br />320 <br />540 <br />600 <br />660 <br />720 <br />780 <br />840 <br />BUFFER DATA <br />LONGITUDINAL BUFFER SPACE = B <br />SPEED(MPH) <br />25 <br />30 <br />35 <br />1 40 <br />1 45 <br />1 SO <br />1 55 <br />60 <br />1 65 <br />1 70 <br />IENGTH(MET) <br />15S <br />200 <br />1 250 <br />1 305 1 <br />360 <br />1 425 <br />1 495 <br />570 <br />1 645 <br />1 730 <br />PROTECTIVE VEHICLE WITH TMA ROLLAHEAD DISTANCE <br />TYPI CAL PROTECTIVE <br />TYPI FAL PROTECTME WHIC IE(WITH TMA) <br />STATIONARY <br />VEHICIETYPEWITHTMA <br />LOADEDWEIGHT(LES) <br />OPERATION (FEET) <br />4YARDUUMPTRUCK, <br />MINIMUM WEIGHTI5,0D0 INS. <br />SERMCETRUCK, FIATBED, <br />(MAXIMUM WEIGHTSHALL BEIN <br />30 MIN. <br />EEG <br />ACCORDANCEWFTHMANUFACTURER <br />RECOMMENMUON) <br />ROLLAH EAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. <br />A PROTECnVEVEHICIE IS RECOMMENDED REGARDLESS IF ATMA IS AVAILABLE. IF NO TMAIS <br />USED,THE PROTECTI E VOIICIH SHALL BE STRATEGICALLYLOCATED IN THE FIELD TO SHIELD <br />WORKERS AND NO ROLL AHEAD DISTANCE ISSPEUFIED <br />PRIVATE PROPERTY OWNER <br />APPROVAL REQUIRED FOR <br />TRAFFIC CONTROL SETUP O <br />PRIVATE PROPERTY <br />CHANNELIZING DEVICE SPACING (FEET) <br />MPH <br />TAPER <br />TANGENT <br />35 <br />201 <br />35' <br />25 <br />20' <br />25' <br />W20-1 <br />ROAD <br />WORK <br />AHEAD <br />i <br />�V <br />•`• \\\\ <br />A0 • \ \ \ \ <br />Pri*at4 Wa2L <br />Drirwfy <br />I I LO CLOSED <br />\ \ EEL\ \ <br />a+ r7 <br />HEA <br />WORLD( W201/1 <br />W20-1 \ ROAD AHEAD <br />\ 1 WORK \ \ \ <br />\ AHEAD \ \ \ \ <br />\ \ \ \ SHEET: 7 OF <br />\ \ 17 <br />TRAFFIC CONTROL PLAN <br />SHORT TERM STATIONARY WORK ZONE <br />FOR UNDERGROUND REFERNCE PLAN SET <br />SIGN SPACING = X FEET <br />FREEWAYS & EXPRESSWAYS 50/70 MPH 15 DO'+/- (0 R AS PER MUTCO) <br />RURALHIGHWAYS 60/65 MPH 800'+/- <br />RURALROADS 45/55 MPH 500'+/- <br />PUBLICROAD 35 40 MPH 35Y+/- <br />REAL ROADS & URBAN ARTERIALS 25 / 30 MPH 20Y +/- <br />RESIDENTIAL & BUSINESS DISTRICTS <br />PRIVATE ROAD/DRIVEWAY 25 MPH OR LESS 100'+/- <br />ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHER WISE DISIGNATED <br />(1) ALL SIGN SPACING MAY BE ADIUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE <br />INTERSECTIONS, AND DRIVEWAYS <br />(2) THE SPACING MAYBE REDUCED IN URBAN AREAS TO FR ROADWAY CONDHIONS <br />OG. 28" CONE <br />:•^9asTec <br />Utility Services <br />verizonv" <br />FORESITE <br />UWAM <br />lama <br />T E R C 0 M <br />n <br />0 <br />D � -n <br />z 0 n <br />