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CONTACT SKIP ALGARD WITH FVERETTTRANSIT (425-257-7765, <br />salgard@everettwa.gcv) AND DANA OSBORN WITH COMMUNITY <br />TRANSIT(425-348-7191, dana.mborn@mmmtrans.org) AT LEAST 2 <br />WEEKS PRIOR TO CLOSURE. <br />GENERAL NOTES: <br />1. ALLWORK TO BE PERFORMED DURING DAYTI ME 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 W ORKZO NE. <br />4. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. <br />S. WORKAREATOINCLUDE STAGING AREA. <br />SIGN SPACING = X FEET <br />FREEWAYS & EXPRESSWAYS 50/70 MPH 1500'+/-(OR ASPER MUTCO) <br />RURALHIGHWAYS 60/65 MPH 800'+/- <br />RURALROAD5 45/55 MPH 500'+/- <br />PUBLIC ROAD 35 / 40 MPH 350'+/- <br />RUALROADS & 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 MAYBE ADJUSTED TO ACCOMMODATE I NTERCHANGE RAMPS, AT GRADE <br />INTERSECTIONS, AND DRIVEWAYS <br />(2) THE SPACING MAYBE RE DUCFD IN URBAN AR EAS TO FIT ROADWAY CONDITIONS <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 />SPEED Public Road <br />35 Speed Limit <br />SPEED Assumed <br />"MIT Private Road <br />25 Speed Limit <br />Seaway Blvd <br />WORR / ` CLOSED <br />BUFFER DATA <br />s.�ace��n»I�ra�anay��yna�: <br />SPEEDIMPHI 25 30 35 40 45 0Ss EO 65 20 <br />IENGTH(FE 155 200 250 305 360 425 49s STO 645 T30 <br />PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE <br />TYPICALPROTECTIVE TYPICALPROTECTIVEVEHICLE(WITHTMA) STATIONARY <br />VEHICIETYPEWITHTMA LOADEDWEIGHT(LBS) OPERATION (FEET) <br />4YARDDUWTRUCK, MINIMUM WEIGHT15,000 M. <br />SERMCETRUCK FIATBED, (MAXIMUM WEIGHTSHALLBEIN 30 MIN. <br />ETC. ACCORDANCEWIm MANUFACTURER <br />RECOMMENDATION) <br />ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. <br />' APROTECTIVEVEHICLE IS RECOMMENDED REGARDIESS IF ATMAIS AVARABLE. IF NO TMA IS <br />USED,THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLYLOCATED IN THE FIELD TO SHIHD <br />WORKERS AND NO ROLL AHEAD DISTANCE ISSPEOFIED <br />MINIMUM TAPER LENGTH IN FEET <br />LANE POSTED SPEED LIMIT[M PH) <br />WIDTH 25 30 35 40 45 50 55 60 65 70 <br />10 1105 1150 1205 1 270 1 450 1 500 1 550 1 - <br />I 11 1115 1165 1225 1295 1495 1550 1605 1660 I - I - <br />12 1125 1180 1245 1320 1540 1600 1660 1720 1780 1840 <br />W20.1 <br />ROAD <br />WORK <br />AHEAD <br />N <br />III <br />TRAFFIC CONTROL PLAN IasTec <br />Utility Services <br />SHORT TERM STATIONARY WORK ZONE <br />FOR UNDERGROUND REFERNCE PLAN SET verizons'° <br />FORESITE <br />(K� <br />T E R C 0 M <br />n <br />--q <br />ARROW BOARD <br />D <br />T7 <br />Z <br />OG. 28" CONE <br />0 <br />n <br />r <br />3 <br />\r✓ <br />`i Seaway Blvd <br />• -_ <br />aY1 • <br />• <br />1 A <br />b 1,4 <br />l G' i-�y /�/ <br />I <br />I I PRIVATE PROPERTY OWNER <br />1 Iv Iv I APPROVAL REQUIRED FOR <br />• •I I TRAFFIC CONTROL SETUP ON f �� <br />3 <br />• i �< iIT <br />i PRIVATE PROPERTY 20-1 <br />\ I ROAD <br />wow SHEET: 2 OF <br />AHEAD <br />17 <br />