Faber Construction Corp 9/27/2016

I I ROAD I ONSTRUCTIONOAD AHEAD (W20-1) SEE NOTE 1 II NROAD ARROW S ' • � I (w5-1) SEE NOTE 1 I 1 � I I TAPER LENGTH O (TABLE A) i 0 i I WORK AREA TABLE A o rcl'ir- -r- , •�•,� TAPER LENGTH G i ,♦♦ ♦• CONE SPACING BUFFER � � SPEED FOR (�) SPACING �° o ►�� • (MPH) SHIFT WIDTH (Fr) 5' 6' TANGENT TAPER o ROLL SPACING °0 25 26' 31' 25 55 (MIN 50' MAX 100') I 30 I 38' I 45' 30 85 35 51' I 61' 1 35 20 120 ® ❑� 40 57' 80' ! 40 170 11 45 1 1 3' 135' 45 I 220 M I N MIN m f TRUCK WITH I FLASHING OR �/ WITH NOTE: I BEACON n 1. DISTANCE BETWEEN SIGNS SHALL BE 100' ` FOR RESIDENTIAL STREETS (25 MPH), AND ❑° EE 350' FOR ARTERIAL ROADWAYS BUFFER SPACE 2. FLASHING BEACON SHALL BE INSTALLED AT .' O 0 (TABLE A) EACH SIGN FOR NIGHT-TIME USE j • (OPTIONAL). r K s , 3. DISTANCES MAY VARY AS APPROVED BY 1 0 . THE ENGINEER. \F TAPER LENGTH ( TABLE A - 4. FLAGGERS REQUIRED TO CONTROL TRAFFIC I i 1 (TABLE e WHENEVER THE CONTRACTOR MUST �� INTERRUPT TRAFFIC FLOW TO ACCESS THE .. WORK SITE WITH MATERIALS OR EQUIPMENT. K K I •• 5. FOR ALTERNATE LANE SHIFT WIDTH REFERR TO "MANUAL ON UNIFORM TRAFFIC SEE NOTE 1 CONTROL DEVICES" (MUTCD) TABLE 6C-2 I PAGE 6C-10 `• 1 " Ti----,�— 6. SIGN SIZE PER MUTCD. %(w1-4 L) I i SEE NOTE 1 - 7. THIS PLAN IS PROVIDED AS A GUIDE ONLY. ; FOR SPECIFIC INFORMATION ON TRAFFIC { ROAD I CONTROL PLANS SEE CURRENT MUTCD. ,, <ONSTRUCTION AHEAD r (w20-1) • LEGEND: I I 1 G CONE OR CHANNELIZING DEVICE (SEE STD 702) I ice, CITY OF EVERETT Traffic Control Plan 12-24-2003 • �� PUBLIC WORKS 2 Lane Roadway Partial Lane EVVRErr ENGINEERING & PUBLIC Closure 701 B SERVICES DEPARTMENT number ater Main Replacement"Q"-Broadway APPEND( A-COE STD DWGS July t3, 2U10 \A/C Nn I IID-R12 SP- 1P3