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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 N-111Y. <br /> I-LITI-STI- <br /> NEVERETT,WA <br /> GENERAL NOTES: <br /> 1. EACH SHEET REPRESENTS A <br /> Legend COMPLETE WORK EFFORT. <br /> I <br /> PROGRESSIVE WORK IS SPECIFIED Z�Barrel U <br /> BY MATCH LINE CONTINUATION U <br /> Utility Truck ON SHEET <br /> ®Work Area 2. ALL DRIVEWAY ACCESS SHALL � Z LU <br /> 4 I REMAIN OPEN DURING WORK � ° Z <br /> = Df <br /> PEDESTRIAN TRAFFIC WILL BE ACTIVITY 0 O <br /> ACCOMODATED AT IMPACTED ALL BARREL SPACING WILL BE ADJUSTED TO 3. SEPARATION DEVICES WILL BE U a U <br /> m l SIDEWALK OBSTRUCTION BY ALLOW ACCESS TO IMPACTED DRIVEWAYS 8L ADJUSTED TO MAINTAIN ACCESS Z Z } <br /> G20-2a CONTRACTOR PARKING LOTS DURING WORK ACTIVITY TO BUSINESS AND RESIDENTIAL Q a <br /> _ PROPERTIES DURING WORK a or <br /> — ACTIVITY Lu ¢ g <br /> - — — — — — — — — I 4. ALL WORK TO BE PERFORMED <br /> • DURING DAYTIME HOURS,UNLESS j <br /> TRAFFIC VOLUMES OR O <br /> •— — — — •— • —i •— • •— • —� ~ — — •— • • • MUNICIPALITY DICTATE <br /> OTHERWISE <br /> 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> FLUORESCENT ORANGE UNLESS <br /> 19TH AVE SE — OTHERWISE NOTED FORESITE <br /> 6. TRAFFIC SHALL NOT BE STOPPED IN SPEED LIMIT 35 MPH ANYONE DIRECTION FOR MORE <br /> y THAN 5 MINUTES .ry-".N <br /> 7. IF NEED PEDESTRIAN WILL BE 53MEC arCK-1 St. f133a.887.6024 <br /> ACCOMMODATED THROUGH THE ""`""' a'°' <br /> — —� WORKZONE <br /> — — — — — — — — — 8. WORKAREATO INCLUDE STAGING <br /> AREA <br /> Ir— <br /> LLJ 0 ~ D <br /> F— <br /> Oj <br /> 00 = z L¢ LLJ <br /> (lJ j W m <br /> rI > <br /> Q p Lj v <br /> N n <br /> O <br /> z <br /> Z DATE: 05/17/2019 <br /> c <br /> m ENGINEER: F.Colon <br /> O <br /> -n DRAWN BY: S.Dickson <br /> O <br /> 9 REVISIONS <br /> y DATE DESCRIPTION INITIAL <br /> 2 <br /> IT <br /> m <br /> m <br /> 0 <br /> N <br /> BUFFER DATA CHANNELIZATION DEVICE SHOULDER WORK ALONG 19T H AVE SE <br /> SPACING(feet) <br /> FxCEPT AS MAY BE OTHERWISE PRCVIUED BY CONTRACT <br /> LONGITUDINAL BUFFER SPACE = B MPH TAPER TANGENT THESE DRAwINcs AND SPECIFICATIONS SHALL REMAIN THE <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 /> SCALE <br /> TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R <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. >22,000 Ibs. 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-03 <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 />