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• <br /> • <br /> BUFFER DATA SIGN SPACING =X (1) <br /> LONGITUDINAL BUFFER SPACE =B RURAL HIGHWAYS GO/65 MPH BOO'S <br /> RURAL ROADS 45/55 MPH 5002 W20-713 (OPTIONAL IF <br /> SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 RURAL ROADS&URBAN ARTERIALS 35/40 MPH 3505 40 MPH OR LESS) <br /> • RURAL ROADS,URBAN ARTERIALS. , <br /> LENGTH(feel) 155 200 250 305 360 425 495 570 645 730 RESIDENTIAL&BUSINESS DISTRICTS 25/30 MPH 2002(2) <br /> • 48" 4O" <br /> TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R URBAN STREETS 25 MPH OR LESS 100•5(2) BE <br /> ROAD <br /> (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE <br /> HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT WORK • <br /> INTERSECTIONS AND DR <br /> 9,900 TO 22,000 lbs. >22,000 IbS. DRIVEWAYS. PREPARED <br /> 121 THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT TO STOP <br /> <45 MPH 45-55 MPH >55 MPH <45 MPH 45-55 MPH >55 MPH ROADWAY CONDITIONS. AHEAD <br /> 48" 48" 48" 48" <br /> 100' 123' 172' 74' 100 152 <br /> W20-78 ONE LANE W20.1 <br /> PROTECTIVE VEHICLE (WORK VEHICLE)=R ROAD <br /> • <br /> NO SPECIFIED DISTANCE REQUIRED AHEAD <br /> • 48" 48" <br /> 50'TO 100• 50'TO 100• W20-7A <br /> 6 DEVICE 6 DEVICE W20-4 <br /> MIN. I R B MIN. X X X X <br /> +` <br /> °O ,-„,TR/e/4 t. DI 12 • (y (3 <br /> ®°°°/iiiiii/ o D 1)If sidewalk is to be closed then spotters to assist Pedestrians through <br /> II '0 LI " l u ta o <br /> U " IIwork area or"Advanced Sidewalk Closed&Sidewalk Closed"signs are <br /> a a a n Luau <br /> required. <br /> 1 2)TCP as per plans provided,City of Everett Standards 701A and <br /> T MUTCD. <br /> z ' x x x sD TO o x 3 )Bike lane must be closed and signed Bike Lane Closed.. <br /> 300' 48" 4)Must be off the roadway between 3 PM-6 PM. <br /> 4B• 48" <br /> Y <br /> ONE LANE <br /> ROAD x 48" • \ 48" CHANNELIZATION DEVICE <br /> AHEAD <br /> O BE SPACING (FEET) <br /> 48' 46' (7 II W20 7A — PREPARED W20-7B(OPTIONAL IF MPH TAPER TANGENT <br /> 48" w20.4 48. W20-7A <br /> z 40 MPH OR LESS) 50165 10 TO 20 80 ' <br /> ROAD BE w • TO STOP 48" / 3vs 1D To zo o <br /> WORK PREPARED ie x • 4B <br /> AHEAD TO STOP Q ONE LANE W20-7B <br /> 48" 48ROAD APPROVED/-,/„ . , /' <br /> e <br /> AHEAD• <br /> - <br /> .W20-1 W20.78 • x 48” 48" <br /> W20-78(OPTIONAL IF <br /> • <br /> ROAD By JWISDOM at 7:52:51 AM,1/10/2017 <br /> 40 MPH OR LESS) II W20.4 • <br /> WORK <br /> I I AHEAD NOTES: <br /> 1+ If 4Bn 1,ALL SIGNS ARE BLACK ON ORANGE. <br /> LEGEND W20-1 2. EXTENDING THE CHANNELI21N0 DEVICE TAPER ACROSS <br /> SHOULDER IS RECOMMENDED. <br /> FLAGGING STATION 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT <br /> FLAGGING STATIONS.SEE THE STANDARD SPECIFICATIONS <br /> a TEMPORARY SIGN LOCATION FOR ADDITIONAL DETAILS. <br /> O CHANNELIZING DEVICES ONE-LANE,TWO-WAY TRAFFIC CONTROL 4.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. <br /> r-n9 PROTECTIVE VEHICLE WITH I FLAGGERS <br /> I <br /> NOT TO SCALE <br /> FILE NAME S:IDesIgn R P8 S14-Standards12-Plan Shoot Ubraryt02•PSL Work In PregrosslFernITC1-TC-17 Buller Dab table r0placemonIGC-l.dgn Plot 1 <br /> TIME 1:39:45 PM "'a^ FED.AID PROJ.NO. 4� <br /> GATE 1011412016 -—'---- "P ."n. <br /> PLOTTED BY 044.11 WASH VWnTC1p <br /> DESIGNED BY • AO".aero <br /> ENTERED BY Washington State "" <br /> CHECKED BY cossum so. Loc...,".. Department of Transportation ., <br /> PROD.ENGR. - n <br /> REGIONAL ADM. REVISION DATE BY ,,.:,,,,,„ DAA, 1e ALAI...AAA DAM TRAFFIC CONTROL PLAN wen, • <br />