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CONTACTSKIP ALGARD WITH EVERETTTRANSIT (425-257-7765, <br />salgard@everettwa.gov) AND DANA OSBORN WITH COMMUNITY <br />TRANSIT(425-348-7191, dana.osborn@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. ALLSIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. <br />3. IF NEEDED PEDESTRIANS WILL BEACCOMMODATED THROUGH THE WORKZONE. <br />4. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. <br />5. WORK AREA TO INCLUDE STAGING AREA. <br />ROAD <br />wow <br />AHEAD <br />W20-SR <br />IGHT MIN \ \ \ <br />CL: <br />HEA W4ZR <br />SIGN SPACING = X FEET I N \ \ o\ \ <br />FREEWAYS & EXPRESSWAYS 50 70 MPH 1500'+/-(ORASPERMUTCO) I \ <br />RURALHIGHWAYS 60/65 MPH 800'+/- \ \ \ \ <br />RURALROADS 45/55 MPH 500'+/- <br />PUBLIC ROAD 35 40 MPH 350'+/- <br />RUAL ROADS & URBAN ARTERIALS <br />RESIDENTIAL & BUSINESS DISTRICTS 25 / 30 MPH 200'+/- <br />PRIVATE ROAD/DRIVEWAY 25 MPH OR LESS 100'+/- <br />ALL SIGNS ARE48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED <br />(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE <br />INTERSECTIONS, AND DRIVEWAYS <br />(2) THE SPACING MAYBE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS <br />PEED <br />Public Road <br />UNllT <br />35 <br />Speed Limit <br />Assumed <br />SPEED <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 UMIT (MPH) <br />40 45 50 55 60 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 />1 30 <br />35 <br />40 <br />45 <br />50 <br />1 55 <br />60 <br />1 65 <br />1 70 <br />IENGTH(FEE'D <br />155 <br />2W <br />250 <br />305 <br />3E0 <br />425 <br />1 495 1 <br />570 <br />1 645 <br />1 730 <br />PROTECTIVE VEHICLE WITH TMA ROLLAHEAD DISTANCE <br />TYPIMLPROTECTIVE <br />TYPICALPROTEMEWHICIEIITHTMA) <br />STATIONARY <br />VEHIOETYPEWITHTMA <br />WADEDWEIGHTRES) <br />OPERATION(FEM <br />4YPADDUMPTRUCK, <br />MINIMUM WEIGHT15,000 LB5. <br />SEWCETRUCK, FIATBED, <br />(MM°MUM WEIGHTSHAMBEIN <br />30 MIN. <br />ETC <br />ACCORDANCEWITHMANUFACTURER <br />RECOMMENMTION) <br />ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. <br />° A PROTECHVEVEHICLE IS RECOMMENDED REGARDLES5IF ATMA IS AVAIIAME. IF NO TMAIS <br />USED,THE PROTECTIVE VDIICLE SM11 BE STRATEGICALLYLOCATED INTHE FIELD TO SHIB.D <br />WORKERS AND NO ROIL AIEADDISTANCE ISSPEOFIED <br />0 • <br />PRIVATE PROPERTY OWNER �' • <br />APPROVAL REQUIRED FOR <br />TRAFFIC CONTROL SETUP ON <br />PRIVATE PROPERTY <br />CHANNEUZING DEVICE SPACING (FEET) <br />MPH <br />TAPER <br />TANGENT <br />35 <br />20' <br />35' <br />25 <br />20, <br />25' <br />we •��Li <br />/ /Q•aa�az� <br />Je <br />• <br />r/ W4-2L <br />II W2D-sL <br />I MET MINE <br />I CLOSED <br />HEA <br />\\I W201 <br />ROAD <br />1 WORK <br />\ AHEAD <br />\ <br />wzo-1 <br />ROAD <br />wDRK <br />AHEAD <br />i <br />atie <br />ipt,.4e <br />i <br />TRAFFIC CONTROL PLAN <br />SHORT TERM STATIONARY WORK ZONE <br />FOR UNDERGROUND REFERNCE PLAN SET <br />\ \ col\ \ <br />ftOAD W20-3 <br />\ \ \ \ RK AHEAD <br />OG. 28" CONE <br />5�3�9 <br />-AasTec <br />UUIRY S"..me, <br />verizon/ <br />FORESITE <br />n <br />.o 0 <br />D <br />Z 0 A <br />r <br />l <br />SHEET: 6 OF <br />17 <br />