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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 /> LOWER EVERETT � 5828GLENWOODAVE <br /> r?'_�h_,:-• ;3r EVERETT,WA <br /> RIDGE Legend e• �.s mom• <br /> 13 ROAD <br /> < ' <br /> MADIS❑N E V E R E T T Barrel GENERAL NOTES: <br /> STREET I �' 1 I e Utility Truck 1. EACH SHEET REPRESENTS A <br /> �VCrETT MATiIs❑h'1 TYEE I COMPLETE WORK EFFORT. ZO <br /> Work Area PROGRESSIVE WORK IS SPECIFIED <br /> : Ti'EE I I I p❑AD I ` BY MATCH LINE CONTINUATION U <br /> I ON SHEET <br /> EVERET 1 I EVERET I I 2. ALL DRIVEWAY ACCESS SHALL � Z <br /> CD <br /> REMAIN OPEN DURING WORK Z o O <br /> ACTIVITY 0 <br /> a <br /> 3. SEPARATION DEVICES WILL BE OD <br /> W21-7 I I I l ADJUSTED TO MAINTAIN ACCESS Z ? w <br /> 1320-2a I 7 TO BUSINESS AND RESIDENTIAL a (D <br /> MAp1SLl1 <br /> 1'7 G20-� PROPERTIES DURING WORK W a <br /> G20-2a I I I STRLE I ACTIVITY p <br /> �i E V ERE T T 4. ALL WORK TO BE PERFORMED <br /> E I .- DURING DAYTIME HOURS,UNLESS <br /> ALL BARREL SPACING WILL BE ADJUSTED TO - or i� _ TRAFFIC VOLUMES OR O <br /> L • • <br /> ALLOW ACCESS TO IMPACTED DRIVEWAYS& 'o $ I.,_ 1— <br /> -v MUNICIPALITY DICTATE <br /> EC OTHERWISE <br /> PARKING LOTS DURING WORK ACTIVITY o _ <br /> T P L T T o o N A D , 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> i 1 FLUORESCENT ORANGE UNLESS <br /> �PF , FORESITE <br /> I Z p � '1 -{ MA�j�`.'L1hJ OTHERWISE NOTED <br /> = T ` PEDESTRIAN TRAFFIC WILL BE 6. TRAFFIC SHALL NOT BE STOPPED IN <br /> r ACCOMODATED AT IMPACTED Z `• T I L L i -), 1!-' <br /> < ANYONE DIRECTION FOR MORE <br /> A C T THAN 5 MINUTES <br /> t 11 SIDEWALK OBSTRUCTION BY m 1 E�1 E I <br /> d CONTRACTOR m <br /> • C) 7. IF NEED PEDESTRIAN WILL BE A w a nm <br /> • o ACCOMMODATED THROUGH THE <br /> _ p WORK ZONE <br /> � Fp�S 5T �— • • � • 8• WORK R <br /> OLrM1T��P�' �.., • <br /> _MADISON ST <br /> SPEED LIMIT 35 MPH <br /> 16 <br /> 10 a <br /> MADIS❑N DATE: 02/21/2019 <br /> MADIS❑N STREET I I� MATCHLINE: <br /> STREET WORK CONTINUED FROM E04 ENGINEER: F.Colon <br /> EVERETT EVERETT CD 114 126 DRAWN BY: S.Dickson <br /> MADIS❑N REVISIONS <br /> Z to z STREET MADIS❑N <br /> N21-7 STREET DATE DESCRIPTION INITIAL <br /> G2 CVERETT EVERET T <br /> unLnr 111` <br /> WORK I <br /> AHFJD <br /> 210 <br /> BUFFER DATA CHANNELIATIOND SHOULDER WORK ALONG MADISON STREET <br /> SPACING(feet) ExCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT T TANGENT <br /> LONGITUDINAL BUFFER SPACE — B MPH TAPER TANGENT THESE DRAWINGS AND COMMUNICATIONS <br /> SE—LL,INC..BOTT <br /> THE <br /> 35140 30 60 BEING ISSUED PROBE NF MOISTRCT^CONFIDENCE AND SHALL NOT B <br /> SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 25130 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 3so• HORIZONTAL: N/A <br /> 9,900 TO 22,000 IDS. >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 /> 8' 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-05 <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 B' <br />