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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 EVERETTTMMIT (425-257-7765, <br />salgard@everettwa.gov) AND DANA OSBORN WITH COMMUNITY naTD W2o-1 <br />TRANSIT(425-348-7191, dana.Osborn@mmmtrans.org) AT LEAST2 WORK <br />WEEKS PRIORTO CLOSURE. AHEAD <br />GENERAL NOTES: <br />1. ALLWORK TO 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 WORK ZONE. <br />4. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK <br />5. WORKAREATOINCLUDE STAGING AREA. <br />MINIMUM TAPER LENGTH IN FEET <br />LANE <br />WIDT <br />25 <br />30 <br />35 <br />POSTED SPEED LIMIT (MPH) <br />40 45 50 55 60 65 70 <br />10 <br />105 <br />150 <br />205 <br />270 <br />450 <br />500 <br />550 <br />- <br />- <br />- <br />11 <br />115 <br />165 <br />225 <br />295 <br />495 <br />550 <br />605 <br />660 <br />- <br />- <br />12 <br />125 <br />180 <br />245 <br />320 <br />540 <br />GOD <br />660 <br />720 <br />780 <br />840 <br />BUFFER DATA <br />LONGITUDINAL BUFFER SPACE = B <br />SPEEDIMPH) <br />1 25 <br />30 <br />1 35 <br />1 40 <br />1 45 <br />1 50 <br />55 <br />fi0 <br />65 <br />1 70 <br />LENGTH(REET) <br />155 <br />200 <br />1 250 <br />1 305 <br />1 360 <br />1 425 <br />1 495 1 <br />570 <br />645 <br />1 73D <br />PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE <br />TYPICALPROTECTIVE <br />TYPICALPROTECTIVEWHICIE(WITHTMA) <br />STATIONARY <br />VEHICIETYPEWITHTMA <br />LOADEDWEIGHT(LBS) <br />OPERATION (FEET) <br />4YARDDUMLPTRUCK, <br />MINIMUM WEIGHT15,000 IBS. <br />SERVICETRUCK, FLATBED, <br />(MAXIMUMWEIGHTSHALLBEIN <br />30 MIN. <br />ETC <br />AMORDANCEWITHMANUFXTURER <br />RECOMMENDATION) <br />ROLLAH EAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. <br />' APROTECTIVEVEHICLE IS RECOMMENDED REGARDLESS IF ATMAIS AVAILABLE. IF NO TMA IS <br />USED,THE PROTECTIVE VfHICIE SHALL BE STRATEGIMMYLOCATED IN THE FIELD TO SHIB.D <br />WORKERS AND NO ROLL AHEAD DISTANCE ISSPEOFIED <br />SPEED Public Road <br />LIMIT <br />35 Speed Limit <br />SPEED <br />DIN, <br />55 <br />PRIVATE PROPERTY OWNER <br />APPROVAL REQUIRED FOR <br />TRAFFIC CONTROL SETUP ON <br />PRIVATE PROPERTY <br />i <br />A• <br />PrOte,' <br />Drlyeway w4-2L <br />I <br />1 I MO -SR <br />IGHT LAN <br />CLOSED <br />IHER <br />\ 1 <br />\ ROAD W20 <br />1 WORK <br />\ AHEAD <br />\ <br />CHANNELIZING DEVICE SPACING (FEET) <br />MPH <br />TAPER <br />TANGENT <br />35 <br />20' <br />35' <br />25 <br />20' <br />25' <br />wza-1 <br />ROAD <br />WORK <br />AHEAD <br />TRAFFIC CONTROL PLAN <br />SHORTTERM STATIONARY WORK ZONE <br />FOR UNDERGROUND REFERNCE PLAN SET <br />to <br />/ ARROW BOARD <br />• OG. 28" CONE <br />SIGN SPACING = X FEET <br />FREEWAYS&EXPRESSWAYS 50/70 MPH 1500'+/(OR AS PER MUTCO) <br />RURALHIGHWAYS 60/65 MPH B00'+/- <br />RURALROADS 45/55 MPH 500'+/- <br />PUBLIC ROAD 35/40 MPH 350'+/- <br />RUAL ROADS & URBAN ARTERIALS 25/30 MPH 200'+/- <br />RESIDENTIAL & BUS! NESS 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 ADIUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE <br />INTERSECTIONS, AND DRIVEWAYS <br />\ \ \ (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS <br />\ \'10l\ \ <br />ROAD W20-1 <br />WORK <br />\ \ \ \ AHEAD <br />:•MasTec <br />Utility Services <br />verizoml <br />FORESITE <br />T E R C 0 M <br />N <br />SHEET: 8 OF <br />17 <br />
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