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I � I • <br /> N OTE: <br /> 11I <br /> . i 1. DISTANCE BETWEEN SIGNS SHALL BE 100' FOR RESIDENTIAL STREETS <br /> (25 MPH), AND 350' FOR ARTERIAL ROADWAYS <br /> 2. FLASHING BEACON SHALL BE INSTALLED AT EACH SIGN FOR <br /> 1 NIGHT—TIME USE (OPTIONAL). <br /> IF <br /> i 3. DISTANCES MAY VARY AS APPROVED BY THE ENGINEER. <br /> I 4. FLAGGERS REQUIRED TO CONTROL TRAFFIC WHENEVER THE <br /> CONTRACTOR MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE WORK <br /> SITE WITH MATERIALS OR EQUIPMENT. <br /> 5. SIGN SIZE PER MUTCD. <br /> I 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY. FOR SPECIFIC <br /> INFORMATION ON TRAFFIC CONTROL PLANS SEE CURRENT MUTCD. <br /> I o <br /> I WORK AREA <br /> 0 I <br /> F- } <br /> t, ROLL SPACING <br /> 3 D (MIN 50' MAX 100') <br /> Q <br /> M / <br /> I <br /> ( ITRUCK WITH <br /> 1 j FLASHING OR V WITH <br /> N9 11 <br /> BEACON <br /> I oN o / <br /> h. <br /> 3 I 1 TABLE A <br /> I a Do BUFFER SPACE <br /> o ! I SEE TABLE TAPER LENGTHSPEED CONE SPACING BUFFER <br /> 1 O (MPH) MERGINOGRWIDTH (FT) SPAG <br /> o Q 10' 12' TANGENT TAPER <br /> v TAPER LENGTH 25 105' 125' 25 55 <br /> Q SEE TABLE A 30 150' 180' 30 85 <br /> o • 4 35 205' 245' 35 20 120 <br /> 9I 40 270' 320' 40 170 <br /> ( 45 450' 540' 45 220 <br /> SEE NOTE 1 <br /> F- <br /> 1 � <br /> o <br /> (w4-2 R) <br /> E <br /> SEE NOTE 1 <br /> t, <br /> RIGHT LANE <br /> Y CLOSED <br /> AHEAD <br /> ca_ <br /> I SEE NOTE 1 �-'� (W20-5R) <br /> o <br /> Il 1 . <br /> l <br /> 1- ROAD <br /> 8 WORK <br /> AREA/ <br /> n. i I (w20-i) <br /> LEGEND: <br /> I c ❑o CONE OR CHANNELIZING DEVICE <br /> (SEE STD 702) <br /> o . <br /> I ° � ? /CITY OF EVERETT Traffic Control Plan 12-24_2003 <br /> / , ' PUBLIC WORKS 5 LANE ROADWAY WITH �a <br /> �'�J5RErr DEPARTMENT RIGHT LANE CLOSED 701 D <br /> Li CCE Std Dwc. <br /> I � <br />