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6920 SEAWAY BLVD 2025-07-23
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6920 SEAWAY BLVD 2025-07-23
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Last modified
7/23/2025 11:13:17 AM
Creation date
6/18/2025 8:25:32 AM
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Address Document
Street Name
SEAWAY BLVD
Street Number
6920
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TRANSIT <br />CONTACT SKIP ALGARD WITH EVERETTTRANSIT (425-257-7765, <br />Salgard@everettwa.gov) AND DANA OSBORN WITH COMMUNITY <br />TRANSIT (425-348-7191, dana.osborn@Gommtrans.org) AT LEAST 2 <br />WEEKS PRIORTO CLOSURE. <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"13LACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. <br />3. IF NEEDED PEDESTRIANS WILL BEACCOMMODATED THROUGH THE WORKZONE. <br />4. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK <br />5. WORKAREATOINCWDESTAGING AREA. <br />Seaway Blvd <br />ROAD <br />WORK <br />BUFFER DATA <br />LONGITUDINAL BUFFER SPACE = B <br />SPEED(MPH) <br />25 <br />30 <br />35 <br />40 <br />45 <br />1 50 <br />1 55 <br />60 <br />65 <br />1 70 <br />IENGTH(IEET) <br />155 <br />200 <br />250 <br />1 305 <br />360 1 <br />425 <br />1 495 <br />570 <br />645 <br />1 730 <br />PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE <br />WPICALPROTECTIVE <br />TYPICALPROTECPNEVEHICLE(WITHTMA) <br />STATIONARY <br />VEHIC WPEWITHTMA <br />LOADEDWEIGHT(LBS) <br />OPERATION(FEEO <br />4YARDDUMPTRUCK, <br />MINIMUM WEIGHT35,000 LaS. <br />SERMCETRUCK, FIATBED, <br />(MMMUM WEIGHTSHALLBEIN <br />30 MIN. <br />ETC <br />ACCORDANCEWITHMANUFACTURER <br />RECOMMENDATION) <br />ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. <br />"A PROTECTIVEVEHICUE IS RECOMMENDED REGARDLESS IF ATMA 15 AVAILABLE. IF NO TMA 15 <br />USED, THE PROTECTIVE VEHICLE SHAD- BE STRATEGICALLY LOCATED IN THE FIELD TO SHIMD <br />WORKERS AND NO ROLL MEAD DISTANCE IS SPECIFIED <br />CHANNELIZING DEVICE SPACING (FEET) <br />MPH <br />TAPER <br />TANGENT <br />35 <br />20' <br />35' <br />25 <br />20' <br />25' <br />SPEED <br />Public Road <br />.MIT <br />55 <br />Speed Limit <br />Assumed <br />.&LED <br />UNIT <br />Private Road <br />25 <br />Speed Limit <br />PRIVATE PROPERTY OWNER <br />APPROVAL REQUIRED FOR <br />TRAFFIC CONTROL SETU P ON <br />PRIVATE PROPERTY <br />TRAFFIC CONTROL PLAN <br />SHORT TERM STATIONARY WORK ZONE <br />FOR UNDERGROUND REFERNCE PLAN SET <br />® ARROW BOARD <br />(Split Mode) <br />OG.28" CONE <br />W201 <br />ROAD <br />WORK <br />AHEAD <br />- -- ------- - - - - -- <br />- — — — — — — — - — --- — <br />Seaway Blvd <br />—� — — — — — — — — -- - — — — — — — — — — — — — — <br />M <br />•:MasTec <br />Utility Service. <br />verizom' <br />FORESITEI <br />am <br />T E R C 0 M <br />Illlllilllll <br />I'TIIIIIIIIIII <br />��IIIIIIIIIIIII <br />/ <br />SIGN SPACING = X FEET <br />FREEWAYS &EXPRESSWAYS 50/70MPH LSOD'+/-(ORASPERMUTCO) <br />IIII <br />RURALHIGHWAYS 60/65 MPH 80Y+/- <br />Y <br />/i.l <br />RURALROADS 45 55 MPH Soo,+/- <br />PUBLIC ROAD 35/40 MPH 35Y+/- <br />I 1' <br />U <br />RUAL ROADS & URBAN ARTERIALS 25 / 30 MPH 20Y+/- <br />/ <br />RESIDENTIAL& BUSINESS DISTRICTS <br />PRIVATE ROAD/DRIVEWAY 25 MPH OR LESS 109+/- <br />/ <br />ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHER WISE DISIGNATED <br />/ <br />(1) ALL SIGN SPACING MAYBE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE <br />INTERSECTIONS, <br />p I9 <br />w <br />AND DRIVEWAYS <br />f <br />I <br />I <br />(2)THE SPACING MAY B E REDUCED IN URBAN AR EAS TO HT ROADWAY CONDITIONS <br />rt� <br />OW <br />I <br />0 <br />N <br />In <br />MINIMUM TAPER LENGTH IN FEET <br />Q <br />>Z <br />I <br />LANE <br />POSTED SPEED LIMIT (MPH) <br />w <br />I <br />WIDT <br />25 30 35 40 45 50 55 W 65 70 <br />I • <br />11� <br />T <br />I <br />10 <br />105 <br />150 <br />205 <br />270 <br />450 <br />500 <br />550 <br />- <br />- <br />- <br />W20-1 <br />11 <br />115 <br />165 <br />225 <br />295 <br />495 <br />550 <br />005 <br />660 <br />- <br />- <br />o <br />DEMEBIAM ROAD <br />D,U� WORK <br />SHEET: 11OF <br />MEAD AHEAD <br />12 <br />125 <br />180 <br />245 <br />320 <br />540 <br />600 <br />660 <br />720 <br />780 <br />840 <br />17 <br />
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