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Work hours:Coordinate with school to 1)As per TCP provided,City of Everett design <br /> minimize impact to student drop off, I Approved as noted standard 701 and MUTCD standards as applicable. <br /> pickup and buses. 2)"No Parking,TOW AWAY"signs if used must be <br /> P P GMagallanes 10/19/2023 8:40:21 AM placed 72 hours in advance of any work.Contact <br /> Everett Police Department,Parking Enforcement at <br /> 425-257-7493 after the signs are up. <br /> BUFFER DATA SIGN SPACING = X (1) <br /> RURAL HIGHWAYS 60 165 MPH 800't <br /> LONGITUDINAL BUFFER SPACE = B RURAL ROADS 45/55 MPH 500'i W20.7B (OPTIONAL IF <br /> RURAL ROADS &URBAN ARTERIALS 35/40 MPH 350't 40 MPH OR LESS) <br /> SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 RURAL ROADS,URBAN ARTERIALS, 25/30 MPH 200't(2) <br /> RESIDENTIAL&BUSINESS DISTRICTS 48" 48' <br /> LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 URBAN STREETS 25 MPH OR LESS too':(2) BE ROAD <br /> (1)ALL SPACING MAV BE ADJUSTED TO ACCOMMODATE PREPARED WORK <br /> TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R INTERSECTIONS AND DRIVEWAYS. <br /> (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT TO STOP AHEAD <br /> HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT ROADWAY CONDITIONS. 48" <br /> 9,900 TO 22,000 lbs. > 22,000 lbs. 48" 48" 48' <br /> . • 0 <br /> <45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH W2.7B ONE LANE W20.1ROAD <br /> 100, 123' 172' 74' 100, 150, AHEAD <br /> 48" 48" <br /> PROTECTIVE VEHICLE (WORK VEHICLE)= R <br /> 50'TO 100, 59TO 100' W20-7A W20-4 <br /> NO SPECIFIED DISTANCE REQUIRED � 6 DEVICE 6 DEVICE <br /> MIN <br /> R B MIN. X t X X X <br /> b A a b <br /> AREA <br /> O <br /> a a a a o <br /> I n <br /> X X X X 50'TO x 48" <br /> 300' • <br /> 48" 48" Q . <br /> ONE LANE . <br /> ROAD 3 x 48' <br /> 48' CHANNELIZATION DEVICE <br /> AHEAD of BE SPACING (FEET) <br /> 48" 48" WI 4 W20 7A W20-7B(OPTIONAL IF MPH TAPER TANGENT <br /> PREPARED <br /> i I 40 MPH OR LESS) 50/65 10 TO 20 80 <br /> 48" W20-4 48„ W20-7A I TO STOP 35/45 10 TO 20 60 <br /> ROAD BE y I x 48" B. 25/30 10 TO 20 40 <br /> WORK PREPARED w I <br /> z_I 4 ONE LANE W20-7B <br /> AHEAD TO STOP <br /> I ROAD <br /> 48" 48" <br /> AHEAD <br /> W20.1 W20-711 I <br /> x 48" 48' <br /> W20.713 (OPTIONAL IF I W20 4 ROAD <br /> 40 MPH OR LESS) I 4 WORK NOTES <br /> AHEAD <br /> I � ' 48' 1.ALL SIGNS ARE BLACK ON ORANGE. <br /> W20.1 2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS <br /> LEGEND SHOULDER IS RECOMMENDED. <br /> FLAGGING STATION 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT <br /> b TEMPORARY SIGN LOCATION FLAGGING STATIONS.SEE THE STANDARD SPECIFICATIONS <br /> CHANNED ONE-LANE, TWO-WAY TRAFFIC CONTROL FOR ADDITIONAL DETAILS. <br /> PROTECTIVE DEVICES WITH FLAGGERS <br /> ® 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. <br /> ° PROTECTIVE VEHICLE <br /> NOT TO SCALE <br /> FILE NAME S:\Desi n R P&SW-Standardsl2-Plan Sheet Libra \01.Published PST\TC Work Zone Traffic Control\TC-1 One Lane,Two Way Traffic Control with Flaggers\TC-1Agn Plot 1 <br /> TIME 3,05,14 PM AS FED.AID PROJ.NO. Amok <br /> xnx av <br /> DATE 1/212018 � <br /> PLOTTED BY Ilddslf WAS �I/ TC7� <br /> DESIGNED BY +"e xuxxEx <br /> ENTERED BY Washington State .... <br /> CHECKED BY c"x.xnm x "wnox xo. Department of Transportation or <br /> PROJ.ENGR. Tr " E TRAFFIC CONTROL PLAN xx� <br /> REGIONAL ADM. REVISION DATE BV <br />