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TRANSIT <br />CONTACT SKIP ALGARD WITH EVE RETTTRANSIT (425-257-7765, <br />salgard@everettwa.gov) AND DANA OSBORN WITH COMMUNITY <br />TRANSIT(425-348-7191, dana.osborn@DDmmtrans.org) AT LEAST 2 <br />WEEKS PRIORTO CLOSURE. <br />GENERAL NOTES: <br />1. ALLWORKTOBE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR <br />MUNICIPALITY DICTATE OTHERWISE. <br />2. ALLSIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTH ERWISE NOTED. <br />3. IF NEEDED PE DESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. <br />4. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. <br />5. WORKAREATOINCLUDE STAGING AREA. <br />6. IF ADVANCE SIGN SEQUENCE EXTENDS THROUGH INTERSECTION W/ BOEING PERIMETER <br />RD PLACE "ROADWORK AHEAD" ON CROSS STREET APPROACH <br />'PEE° <br />"MIT <br />Public Road <br />35 <br />Speed Limit <br />WEED <br />UJAR <br />Assumed <br />Private Road <br />25 <br />Speed Limit <br />CHANNELIZING DEVICE SPACING (FEET) <br />MPH <br />TAPER <br />TANGENT <br />35 <br />20' <br />35' <br />25 <br />20' <br />25' <br />TRAFFIC CONTROL PLAN <br />SHORT TERM STATIONARY WORK ZONE <br />® ARROW BOARD FOR UNDERGROUND REFERNCE PLAN SET <br />I& OG. 28" CONE <br />W20-1 <br />ROAD <br />WORK <br />AHEAD <br />----------------- <br />Seaway Blvd Seaway Blvd <br />-- — — — — — — — — — — — — -- — — — — —— -- <br />V <br />w4-u <br />W20-1 W2O-SR <br />ROAD IGHT LAN <br />WORR CLOSED <br />AHEAD HE/ <br />-------------- — — — — — — — — — — — <br />BUFFER DATA <br />LONGITUDINAL BUFFER SPACE = B <br />SPEED(MPH) <br />25 <br />30 <br />35 <br />40 <br />45 <br />50 <br />55 <br />60 <br />- <br />70 <br />IENGFI-1 MEO <br />n5 <br />200 <br />1 250 <br />1 305 <br />360 <br />1 425 <br />495 1 <br />570 <br />1 645 <br />1 730 <br />PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE <br />TYPICALPROTECDVE <br />TYPICALPROFECNVEVEHICIE(WITHTMA) <br />STATIONARY <br />VEHICLETYPEWITHTMA <br />LOADEDWEIGHT(LBS) <br />OPERATION(FEEN <br />4YARDDUNBTRUCK, <br />MINIMUM WEIGHT15,000 M. <br />SERNCETRUCK, FIATBED, <br />(MAXIMUM WEIGHTSHAUBEIN <br />30 MIN. <br />ETC <br />ACCORDANCEWITHMANUFACTURER <br />ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. <br />A PROTECTIVEVEHICIE IS RECOMMENDED REGAROIESS IF ATMAIS AVAIIABIE. IF NOTMq IS <br />USED,THE PROTECTIVE VMICIE SHAM BE SFRATEGICALLYLOCATED IN THE FIELD TO SHIR.D <br />WORKERS AND NO ROLL !READ DISTANCE LSSPECIFIED <br />SIGN SPACING = X FEET <br />FREEWAYS&EXPRESSWAYS 5017OMPH 1500'+/-(ORASPER MUTCO) <br />RURALHIGHWAYS 60/65MPH 800+/- <br />RURALROADS 45/55 MPH 500'+/- <br />PUBLIC ROAD 35/40 MPH 350'+/- <br />RUAL ROADS & URBAN ARTERIALS <br />RESIDENTIAL & BUSINESS DISTRICTS 25 / 30 MPH 2OU +/- <br />PRIVATE ROAD/DRIVEWAY 25 MPH OR LESS 10Y +/- <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 INTERS ECTIONS, AND DRIVEWAYS <br />(2) THE SPACING MAY B E REDUCED IN URBAN AR EAS TO FIT ROADWAY CONDITIONS <br />grid <br />/ Z <br />s /311 <br />MINIMUM TAPER LENGTH IN FEET <br />LANE POSTED SPEE D LMIT(MPH) <br />VIDE 25 30 35 40 45 50 55 60 6S 70 <br />1 10 1 105 1150 1 205 1 270 1 450 1 500 1 550 1- I- I - <br />1 11 1115 1165 1225 1 295 1495 1 550 1 605 1660 1 - I - <br />12 1125 1180 1245 1320 1540 1600 1660 1720 1780 1840 <br />:-,MasTec <br />Utility Services <br />verizon� <br />FORESITE <br />T E R C 0 M <br />SHEET: 14 OF <br />17 <br />