Trinity Contractors, Inc 3/1/2017

I I ROAD ONSTRUCTION i I AHEAD (w20-1) SEE NOTE 1 ROAD I '- NARROWS ' (W5-1) SEE NOTE 1 I ❑o 1 a TAPER LENGTH Cl u_ (TABLE A) a I 2 WORK AREA 79 TABLE A Q'i•�•�'i•�•i� TAPER LENGTH � � Q SPEED FOR CONE(S>ACING BUFFER ❑ ��♦ SPACING p� ��/ N, (MPH) SHIFT WIDTH (Fr) t v 5' 6' TANGENT TAPER ROLL SPACING 25 26' 31' 25 55 �° (MIN 50' MAX 100') `,"-i' 30 38' 45' 30 85 I 35 51' 61' 35 20 120 LJ ,-, A i i ilk 40 67' 80' 40 170 _ 11 ' 1 0.• 3 45 113' 135' 45 220 MIN ' MIN i��'' TRUCK WITH FLASHING OR WITH m NOTE: :1 0 BEACON 1. DISTANCE BETWEEN SIGNS SHALL BE 100' i o FOR RESIDENTIAL STREETS (25 MPH), AND �° i v o v 350' FOR ARTERIAL ROADWAYS BUFFER SPACE 3 2. FLASHING BEACON SHALL BE INSTALLED AT E ® (TABLE A) p EACH SIGN FOR NIGHT—TIME USE (OPTIONAL). Co A' p 3. DISTANCES MAY VARY AS APPROVED BY THE ENGINEER. 0 O° TAPER LENGTH O 4. FLAGGERS REQUIRED TO CONTROL TRAFFIC 0 O (TABLE A) l p WHENEVER THE CONTRACTOR MUST I v~i INTERRUPT TRAFFIC FLOW TO ACCESS THE C] z WORK SITE WITH MATERIALS OR EQUIPMENT. Aw oIa c 5. FOR ALTERNATE LANE SHIFT WIDTH REFER TO "MANUAL ON UNIFORM TRAFFIC , SEE NOTE 1 CONTROL DEVICES" (MUTCD) TABLE 6C-2 c PAGE 6C-10 °v 6. SIGN SIZE PER MUTCD. 111 � (W1-4 L) p 7. THIS PLAN IS PROVIDED AS A GUIDE ONLY. SEE NOTE 1 o FOR SPECIFIC INFORMATION ON TRAFFIC ROAD v CONTROL PLANS SEE CURRENT MUTCD. i 111 ONSTRUCTION, Ci T AHEAD 0 LEGEND: (w20 1) U IE] CONE OR CHANNELIZING DEVICE o (SEE STD 702) p LO I � ,— CITY OF EVERETT Traffic Control Plan 12-24-2003 j�� PUBLIC WORKS 2 Lane Roadway Partial Lane Date EVERETT DEPARTMENT Closure 701 B /// a — COE Std Dwq.