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1) As per TCP provided, City of Everett design standard 703 <br /> and MUTCD standards as applicable. Approved as noted - -��Y-�� <br /> 2) "No Parking, TOW AWAY" signs must be placed 72 hours in gmagalla 01/26/2022 11:49:50 AM <br /> advance of any work. Contact Everett Police Department, <br /> N Parking Enforcement at 425-257-7493 after the signs are up. 0 <br /> 00 p, <br /> ti <br /> BUFFER DATA SIGN SPACING=X FEET MINIMUM SHOULDER TAPER LENGTH=L/3(feet) <br /> LONGITUDINAL BUFFER SPACE=B FREEWAYS&EXPRESSWAYS 55/70 MPH 1500'+- s OULD R Posted Speed(mph) <br /> DTH <br /> (Red) 25 30 1 35 40 45 1 50 1 55 1 60 1 65 70 <br /> / <br /> SPEED(MPH) 25 30 RURAL HIGHWAYS 60 65 MPH S004 35 40 45 50 55 60 65 70 e' 1 40 1 40 1 60 1 w 1 120 1 130 1 150 1 160 1 no iso <br /> RURAL ROADS 45/55 MPH 500Y I 1 40 1 60 1 90 1 90 1 150 1 »o 1 I90 1 200 1 220 240 1 <br /> LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 ALL SIGNS ARE 48"x 48"BLACK ON ORANGE UNLESS OTHERWISE <br /> USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 6'. <br /> DESIGNATED. n <br /> TMA ROLL AHEAD DISTANCE=R <br /> HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT All spacing may be adjusted to accommodate interchange ramps, <br /> 9,900 TO 22,000 lbs. >22,000 lbs. at-grade intersections,and driveways. CHANNELIZING DEVICE SPACING(FEET) <br /> <45 MPH 45-55 MPH >55 MPH <45 MPH 45-55 MPH >55 MPH MPH TAPER TANGENT 0 <br /> 100' 123' 172' 74' 100' 1 150' 50/70 40 80 <br /> / <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R 45 50 30 1 60 Q <br /> CD <br /> NO SPECIFIED DISTANCE REQUIRED <br /> ^^ <br /> 0 <br /> O <br /> Spotter to assist pedestrians through work zone cn <br /> o CD <br /> o I 19TH ST CONTRACTOR TO POST NO PARKING 2 <br /> x SIGNS 72 HRS IN ADVANCE FOR ROAD c0 <br /> N — Z SIDE PARKING ALONG NORTH SIDE OF ZY <br /> 19TH ST FOR OVERLASH WORK -0 <br /> V <br /> y <br /> T ® Q <br /> n ® WORK AREA <br /> X X X U3 B R 100' 01 <br /> ZY <br /> c ROAD /SHOULDER NOTES O <br /> WORK CLOSED 1. No encroachment on traveled lane. if encroachment is = <br /> AHEAD necessary, lane shall be closed.The 2'lateral buffer is (0 <br /> SHOULDER recommended. (DD <br /> o WORK <br /> 3 W20-1 W20-301 <br /> a 2.When used, device spacing for the downstream taper <br /> should be 20'O.C. <br /> W21-5 <br /> 7 <br /> a 3. If shoulder is used for traveled lanes at certian times, use <br /> r"o full L taper and TMA. <br /> p LEGEND <br /> >3 to <br /> a IN SIGN LOCATION 4. TMA required for freeways. <br /> o ® E3 CHANNELIZING DEVICES <br /> 3 a <br /> PROTECTIVE VEHICLE^REQUIRED <br /> 3 vi TYPICAL SHOULDER CLOSURE-HIGH SPEED(45 MPH OR HIGHER) o <br /> N A TCP 6 N <br /> O � 3 <br /> 00 ON to <br />