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CONTACT SKIP ALGARD WITH EVE RETTTRANSIT (425-257-7765, <br />salgard@everettwa.gov) AND DANA OSBORN WITH COMMUNITY <br />TRANSIT(425-348-7191, dana.mborn@mm trans.org) AT LEAST <br />WEEKS PRIOR TO C-OSURE. <br />GENERAL NOTES: <br />1. ALLWORKTO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR <br />MUNICIPALITY DICTATE OTHERWISE. <br />2. ALLSIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. <br />3. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORKZO NE. <br />4. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK <br />S. WORKARFATOINCLUDESTAGING AREA <br />6. IF ADVANCE SIGN SEQUENCE EXTENDS THROUGH INTERSECTION W/ BOEING PERIMETER <br />RD PLACE "ROAD WORT( AHEAD" ON CROSS STREET APPROACH <br />CHANNELIZING DEVICE SPACING (FEET) <br />MPH <br />TAPER <br />TANGENT <br />35 <br />20' <br />35' <br />25 <br />20' <br />25' <br />OG. 28" CONE <br />TRAFFIC CONTROL PLAN <br />SHORTTERM STATIONARY WORK ZONE <br />FOR UNDERGROUND REFERNCE PLAN SET <br />'PEED <br />UmIT <br />35 <br />Public Road <br />Speed Limit <br />PEED <br />"M'T <br />Assumed <br />Private Road <br />25 <br />Speed Limit <br />W20-1 <br />ROAD <br />WORK <br />AHEAD <br />----------------------------------— <br />Seaway Blvd <br />Seaway Blvd <br />• <br />o • <br />V A V • <br />• <br />• <br />wow CRWRIAeF UTTUkNE <br />CID MUSTTURN <br />AHEAD ANMD I9r <br />BUFFER DATA <br />LONGITUDINAL BUFFER SPACE = B <br />SPEED(MPH) 25 30 35 40 45 50 55 60 65 TO <br />LENGTH(REET) . 200 250 305 111 425 495 SYO fi95 7W <br />PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE <br />TYPICALPROTECTIVE TYPICALPROTECTMEVEHICLE(WITHTMA) STATIONARY <br />VEHICIETYPEWITHTMA WADEDWEIGHT(LBS) OPERATION(FEET) <br />4YARDDUMPTRUCK, MINIMUM WEIGHT15,000 LESS. <br />SEWCETRUCK, FLATBED, (MAXIMUM WEIGHTSHALLBEIN 30 MIN. <br />ETC ACCORDANCEWRHMANUFPFTURER <br />RECOMMENDATION) <br />ROLLAHEAD STOPPING DISTANCE ASSUMES DRYPAVEMENT. <br />' A PROTECNVEVEHICLE IS RECOMMENDED REGARDIESSIF ATMAIS AVAILABLE. IF NO TMA IS <br />USED,THE PROTECTIVE VDIICLE SHALL BE STRATEGICALLYI-MTED IN TIE FIELD TO SHIAD <br />WORKERS AND NO ROLL AHEADDISTANCE ISSPECIFIED <br />SIGN SPACING = X FEET <br />FREEWAYS&EXPRESSWAYS 50/70 MPH 1500'+/-(LIRAS PER MUTED) <br />RURALHIGHWAYS 60/65 MPH 800'+/- <br />RURALROADS 45/55 MPH 500'+/- <br />PUBLICROAD 35 40 MPH 35Y +/- <br />RUAL ROADS & URBAN ARTERIALS 25 30 MPH 200'+/- <br />RESIDENTIAL & BUSINESS DISTRICTS <br />PRIVATE ROAD/DRIVEWAY 25 MPH OR LESS 100' +/- <br />ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED <br />(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT <br />GRADE INTERSECTIONS, AND DRIVEWAYS <br />(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS <br />MINIMUM TAPER LENGTH IN FEET <br />LANE POSTED SPEED LIMIT (MPH) <br />IVIDT 25 30 35 40 45 50 55 60 65 70 <br />10 1 105 1 150 1205 1 270 1 450 1 500 1 550 <br />1 11 1115 1165 1 225 1 295 1495 1 550 1 605 1 6601 - I - <br />12 1125 1180 1245 1320 1540 1600 1660 1720 1780 1840 <br />:)MasTec <br />Utility Services <br />verizonv" <br />FORESITE <br />0 <br />T E R C 0 M <br />SHEET: 15 OF <br />17 <br />