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verizon,/ <br /> TRAFFIC CONTROL PLAN <br /> PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1 <br /> 1801AVAO.9ROWIEVT0898 <br /> EVERETT <br /> 5828 NW GLEOOD AVE <br /> G20-2a EVERETT,WA <br /> CJ;i 7 <br /> N GENERAL NOTES: <br /> 1. EACH SHEET REPRESENTS A <br /> `- i COMPLETE WORK EFFORT. O <br /> e�r Legend PROGRESSIVE WORK IS SPECIFIED 2 <br /> I Barrel BY MATCH LINE CONTINUATION <br /> ON SHEET <br /> ALL BARREL SPACING WILL BE ADJUSTED TO �; Utility Truck 2. ALL DRIVEWAY ACCESS SHALL � o <br /> ALLOW ACCESS TO IMPACTED DRIVEWAYS& Z Work Area REMAIN OPEN DURING WORK Z a 00 <br /> PARKING LOTS DURING WORK ACTIVITY ACTIVITY OU a 0 <br /> LL I 3. SEPARATION DEVICES WILL BE < <br /> ADJUSTED TO MAINTAIN ACCESS Q z w <br /> I- J D w I TO BUSINESS AND RESIDENTIAL - a CD <br /> ON. V) ED z Q PROPERTIES DURING WORK � W w <br /> rn Q � L�J L�J ¢ I ACTIVITY p a <br /> J I~- LJ Q Q p A - 4. ALL WORK TO BE PERFORMED H <br /> �� ( W L `i', -Y W DURING DAYTIME HOURS,UNLESS p <br /> W ¢ r7 '�� TRAFFIC VOLUMES OR O <br /> G20-2a �G� W +J J W �. ' J W MUNICIPALITY DICTATE •�• <br /> r7 w ¢1 LJ Lil <br /> OTHERWISE <br /> .,LI � � � • � � 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> W I11 r - OTHERWISEO NNOTEDNGE UNLESS <br /> 6. TRAFFIC SHALL NOT BE STOPPED IN FORESITE_ <br /> ' ANYONE DIRECTION FOR MORE II ' <br /> 1 • • • ' • • ' ' ' Fan,,.G,o.q Uc _I,....,.b.c..y, <br /> � . � • THAN 5 MINUTES 1.00F<wrC,urva, ,I,yu•,em. <br /> ]� • • • • — _ _ _ + _ BEVERLY LN 7. IF NEED PEDESTRIAN WILL BE Aww nm ,wnaox. <br /> SPEED LIMIT 25MPH ACCOMMODATED THROUGH THE <br /> - BEVERLY LN 1 r w WORK ZONE <br /> sPEEO LiMrt 25 MPH f --- 8. WORK AREA TO INCLUDE STAGING <br /> _ — AREA <br /> f 41 <br /> PEDESTRIAN TRAFFIC WILL BE <br /> ACCOMODATED AT IMPACTED w <br /> OBSTRUCTION BY <br /> TOR ¢ <br /> p I <br /> Z <br /> s' Z ¢ Z_ <br /> l.•r:a. <L. �I DATE: 02/21/2019 <br /> o l <br /> W21-7 WORK CONTINUED FROM E07 ENGINEER: F.Colon <br /> L. .2 '=' -'a I MATCHLINE: DRAWN BY: S.Dickson <br /> erro I REVISIONS <br /> > ROAD WOpM <br /> � DATE DESCRIPTION INITIAL <br /> T <br /> BUFFER DATA CHANNELIZATION DEVICE SHOULDER WORK ALONG BEVERLY L N <br /> SPACING(feet) EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> LONGITUDINAL BUFFER SPACE = B MPH TAPER TANGENT THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN TH <br /> PR PEETY OF UNICATION <br /> 35140 30 60 BEING ISSUED IN STRICT CONFIDENCE AND SH'LCNO�B <br /> SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 25/30 20 40 REPRODUCED, COPIED, OR USED FOR ANY PURPOS <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 3so• HORIZONTAL: N/A <br /> 9,900 TO 22,000 Ibs. >22,000 Ibs. SHOULDER Posted Speed (mp /h\ <br /> RURAL ROADS,URBAN ARTERIALS, 25/30 MPH 200'+/-(2) WIDTH p VERTICAL: N/A <br /> < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH RESIDENTIAL&BUSINESS DISTRICTS (feet) 25 30 35 40 45 50 55 60 65 70 <br /> 100' 123' 172' 74' 100' 150' URBAN STREETS 25 MPH OR LESS 100'+/-(2) <br /> 6' 40 40 60 90 - - - - - - <br /> (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R INTERSECTIONS AND DRIVEWAYS. 10, 40 60 90 so SHEET: E-08 <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 S' <br />