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KING COUNTY METRO: <br /> ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS TRAFFIC CONTROL PLAN M a sTe c <br /> Utility Services <br /> OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION SHORT TERM STATIONARY WORK ZONE <br /> INFORMATION CENTER(CIC). PLEASE VISIT: FOR AERIAL REFERNCE PLAN SET <br /> Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx verizon-1 <br /> OR CONTACT CIC AT 206-477-1140(Construction Impacts) 1 206-477-1150(Trolley <br /> Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND 5825 Glenwood Ave <br /> BUS STOP IMPACTS FORESITE <br /> GENERAL NOTES: <br /> 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR <br /> MUNICIPALITY DICTATE OTHERWISE. <br /> 2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. T E R C O M <br /> 3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES. CD N S T R O C TI ON INc <br /> 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. <br /> SPEED W4-2L W20-SL W20-1 <br /> 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. LIMIT I LEFT LANE wo K <br /> 6. WORK AREA TO INCLUDE STAGING AREA. C c ESAED <br /> J AHEAD <br /> O <br /> 100'-300' X X X r Z <br /> Y D <br /> Z T <br /> a a O n <br /> Glenwood Ave Q'�3 &17 Glenwood Ave <br /> - — — — — — — — — — - — — — — — — — — — — — — — <br /> X I X I X 100'-3OO' WORKAREA WORKAREA <br /> W4-2R <br /> W20-1 W20-5R <br /> ROAD IGHTLAN <br /> WORK CLOSED <br /> AHEAD HEAD <br /> SIGN SPACING = X FEET <br /> FREEWAYS&EXPRESSWAYS 50/70 MPH 1500'+/-(OR AS PER MUTCO) <br /> RURAL HIGHWAYS 60/65MPH 800'+/- <br /> RURAL ROADS 45/55 MPH 500'+/- <br /> RUAL ROADS&URBAN ARTERIALS 35/40 MPH 350'+/- <br /> RUAL ROADS&URBAN ARTERIALS 25/30 MPH 200'+/ <br /> RESIDENTIAL&BUSINESS DISTRICTS <br /> URBAN STREETS 25 MPH OR LESS 100'+/- <br /> BUFFER DATA ALL SIGNS ARE 48"x 48"BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED <br /> (1)ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT GRADE <br /> LONGITUDINAL BUFFER SPACE= B INTERSECTIONS,AND DRIVEWAYS <br /> SPEED(MPH) 25 30 35 40 45 50 55 60 70 (2)THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS <br /> LENGTH(FEET) 155 200 250 305 360 425 495 570fE <br /> 645 730 <br /> PROTECTIVE VEHICLE WITH TMA ROLLAHEAD DISTANCE <br /> TYPICAL PROTECTIVE TYPICAL PROTECTIVE VEHICLE(WITH TMA) STATIONARY MINIMUM TAPER LENGTH IN FEET <br /> VEHICLE TYPE WITH TMA LOADED WEIGHT(LBS) OPERATION(FEET) CHANNELIZING DEVICE SPACING (FEET) LANE POSTED SPEED LIMIT(MPH) <br /> MINIMUM WEIGHT 15,000 LBS. WIDTH <br /> 4 YARD DUMP TRUCK, (MAXIMUM WEIGHT SHALL BE IN MPH TAPER TANGENT 25 30 35 40 45 50 SS 60 65 70 <br /> SERVICE TRUCK,FLAT BED,ETC. ACCORDANCE WITH MANUFACTURER 30 MIN, <br /> RECOMMENDATION) 50/70 40 80 10 105 150 205 270 450 500 550 - - - <br /> ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. 35/45 30 60 <br /> *A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE.IF NO TMA IS 11 115 165 225 295 495 550 605 660 - - <br /> USED,THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD 25/30 20 40 <br /> WORKERS AND NO ROLLAHEAD DISTANCE IS SPECIFIED 12 125 180 245 320 540 600 660 720 780 840 <br /> SHEET: 2 OF 2 <br />