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verizonv <br /> TRAFFIC CONTROL PLAN <br /> PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1801AVAO.2ROWIEVT1118 <br /> EVT o TIUN. <br /> � I PHo <br /> W I � EVERETT,WA <br /> LU N <br /> W <br /> GENERAL NOTES: <br /> Z I 1. EACH SHEET REPRESENTS A <br /> p I Legend COMPLETE WORK EFFORT. Z <br /> w PROGRESSIVE WORK IS SPECIFIED U <br /> w2>-7 I Barrel BY MATCH LINE CONTINUATION <br /> Z G20-2a I ON SHEET U <br /> az <br /> µ eND , Utility Truck 2. ALL DRIVEWAY ACCESS SHALL w <br /> D_ <br /> WORK I ROAD WORK O <br /> Work Area REMAIN OPEN DURING WORK � F z <br /> I�• I ACTIVITY 0 J Df <br /> ~ 3. SEPARATION DEVICES WILL BE U < U <br /> Z I� o I ADJUSTED TO MAINTAIN ACCESS Z z } <br /> T = TO BUSINESS AND RESIDENTIAL Q _ <br /> PROPERTIES DURING WORK 0- or o <br /> a PEDESTRIAN TRAFFIC WILL BE w4 2 wzo-5 wz>-7 W 2 <br /> Z <n ACTIVITYCIO w < g <br /> — — AC SIDEWALK <br /> BS AT IMPACTED — — I I m �� 4. ALL WORK YT M PERFORMED <br /> SIDEWALK OBSTRUCTION BY !� DURING DAYTIME HOURS,UNLESS � H <br /> — — — CONTRACTOR TRAFFIC VOLUMES OR <br /> • U3 X X — X MUNICIPALITY DICTATE O <br /> ■ ■ <br /> OTHERWISE ■ <br /> ' ! • • . _ •— . • • • � 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> • • _ _ • FLUORESCENT ORANGE UNLESS <br /> _ _ • = • • • — — — — OTHERWISE NOTED <br /> r — <br /> _ _ 6. TRAFFIC SHALL NOT BE STOPPED IN FORESITE <br /> 19THAVE SE ANYONE DIRECTION FOR MORE grL(n <br /> -�• SPEED LIMIT 35 MPH THAN 5 MINUTES <br /> _ foresiteGroup,lne w <br /> I v 314fg <br /> 5 -inc.r,et <br /> 7. IF NEED PEDESTRIAN WILL BE ��at CNavex St o 887.6064 <br /> k. 134.f133-7.6024 <br /> �— — — — — ACCOMMODATED THROUGH THE A—.,Tlt <br /> a'°' <br /> WORK ZONE <br /> 8. WORK AREA TO INCLUDE STAGING <br /> - - - - - — AREA <br /> � vj I— <br /> I N o2WWW f— <br /> Io o ('7 � W = � w (� � <br /> = o <br /> I� Cl) CO �I D > CO Z LLJ LLJ <br /> Iz m z DU.I NO" ; � W <br /> t Q � W <br /> eND 1 a � DATE: 05/17/2019 <br /> ROAD WORK Enu <br /> 520-2a I ENGINEER: F.Colon <br /> W21 7 DRAWN BY: S.Dickson <br /> REVISIONS <br /> DATE DESCRIPTION INITIAL <br /> I I <br /> I I <br /> BUFFER DATA CHANNELIZATION DEVICE SHOULDER WORK ALONG 19T H AVE SE <br /> SPACING(feet) <br /> FxCEPT AS MAY BE OTHERWISE PROVIDE.BY CONTRACT <br /> LONGITUDINAL BUFFER SPACE = B MPH TAPER TANGENT THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN TN <br /> 35/40 30 60 PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..BOT <br /> BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT R <br /> SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 25/30 20 40 REPRODUCED, COPIED, OR USED FOR ANY PURPOSE <br /> WITHOUT SPECIFIC WRITTEN PERMISSION. <br /> LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 <br /> TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R SCALE <br /> SIGN SPACING=X (1) MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) <br /> HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT RURAL ROADS&URBAN ARTERIALS 35/40 MPH 350' HORIZONTAL: N/A <br /> 9,900 TO 22,0001bs. >22,0001bs. SHOULDER Posted Seed mh <br /> RURAL ROADS,URBAN ARTERIALS, 25/30 MPH 200'+/-(2) WIDTH p ( p ) <br /> PH 45—< 45 M55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH RESIDENTIAL&BUSINESS DISTRICTS VERTICAL: N/A <br /> 100' 123' 172' 74' 100' 150' <br /> URBAN STREETS 25 MPH OR LESS 100'+/-(2) (feet) 25 30 35 40 45 50 55 60 65 70 <br /> - <br /> (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE 8' 40 40 60 90 - - - <br /> - - <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R INTERSECTIONS AND DRIVEWAYS. 10, 40 60 90 90 SHEET: E-04 <br /> (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT <br /> NO SPECIFIED DISTANCE REQUIRED ROADWAY CONDITIONS. USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' <br />