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DOUBLE LANE CLOSURE ON UNDIVIDED ROADWAY GENERAL NOTES: <br /> 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. <br /> 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND <br /> oN DATES (OPTIONAL). <br /> 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD <br /> c N U <br /> >n r N CONDITIONS. <br /> I <br /> zo 4. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK TRUCK. <br /> cc r= <br /> v v z ti <br /> >? f 5. ALL SIGNS MINIMUM 48" X 48'', UNLESS OTHERWISE SPECIFIED. <br /> xo TAPER TAPER o�0 6. CHANNELIZATION DEVICES ARE 28" REFLECTIVE CONES. SEE TABLE 1 <br /> (L) 2L (L) FOR SPACING DISTANCES, <br /> 200' B MERGING X MERGING X X X 7. ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE <br /> INTERSECTIONS AND/OR DRIVEWAYS. <br /> 0 <br /> _ _ _ f- SIGN SPACING = X <br /> f� 0 — - — — — — — 0-0-0-0-0 � 0— — — — — — — — - FREEWAYS & EXPRESSWAYS 55-70 MPH 1500'± <br /> F71 �� O RURAL HIGHWAYS 60-65 MPH_ 800'± <br /> — ( CO 0-0-00'0-00- - - - - - - - - - - - - - - - - RURAL ROADS 45-55 MPH 500'+ <br /> �- EVERGREEN WAY RURAL ROADS & URBAN ARTERIALS 35-40 MPH 350'± <br /> RURAL ROADS & URBAN ARTERIALS 25-30 MPH 200'± (2) <br /> RESIDENTIAL & BUSINESS DISTRICTS <br /> URBAN STREETS 1 25 MPH OR LESS 100'± (2) <br /> X (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE <br /> RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. a <br /> (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT <br /> ROADWAY CONDITIONS. <br /> co <br /> d ^ �P LEGEND: <br /> ti O CHANNELIZING DEVICE o <br /> ds r FLAGGING STATION TABLE 1 <br /> n�1 r' co <br /> -� pM lr�0V1 TrI �� PORTABLE SIGN AND SUPPORT CHANNELIZATION DEVICEclq <br /> /yam �1?6 6 �® WORK VEHICLE WITH FLASHING LIGHT SPACING (FEET) o <br /> MPH TAPER TANGENT <br /> �® WORK OR PROTECTION VEHICLE WITH 50-65 10 TO 20 80 � <br /> TRUCK-MOUNTED ATTENUATOR (TMA) 35-45 10 TO 20 60 11 N <br /> WORK AREA 25-30 10 TO 20 40 <br /> BUFFER DATA <br /> O <br /> U <br /> LONGITUDINAL BUFFER SPACE = B I SNOHOMISH COUNTY <br /> SPEED (MPH) 25 30 35 40 1 45 50 55 60 65 1 70 ERUEM TRAFFIC CONTROL PLAN <br /> LENGTH (FEET) 155 200 250 305 1 360 425 495 1 570 645 1 730 PUBLIC UTILITY DISTRICT <br /> TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R PROJECT EAST CASINO RD CELL SITE DECOMMISSION o <br /> HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT LOCATION _8824 EVERGREEN WAY, EVERETT, WA 98208 NN <br /> 9,900 TO 22,000 LBS. > 22,000 LBS. ENGINEER KNIGGE, ERIC DATE 10-14-22 ORDER 100097285 0 <br /> < 45 MPH 45-55 MPH > 55 MPH jn74n' <br /> 4555 MP00' �55MP�H PHONE 425-783-4317 <br /> 1 <br /> 100' 123' 172' <br /> m <br /> Li <br /> CELLULAR 425-407-3666 JQ <br /> LL o <br />