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CONTACT SKIP ALGARD WITH EVERETTTRANSIT (425-257-7765, <br />salgard@everettwa.gov) AND DANA OSBORN WITH COMMUNITY <br />TRANSIT(425-348-7191, dana.asborn@mmmtrans.org) AT LEAST 2 <br />WEEKS PRIOR TO CLOSURE. <br />'J' 401a fG1 01611W <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 OTHERWISE NOTED. <br />3. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORKZONE. <br />4. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK <br />S. WORKAREATOINCLUDESTAGING AREA. <br />6. IF ADVANCE SIGN SEQUENCE EXTENDS THOUGH INTERSECTION W/750i ST SW PLACE <br />"ROAD WORK AHEAD" SIGN ON CROSS STREET APPROACHES <br />CHANNEUZING DEVICE SPACING (FEET) <br />MPH <br />TAPER <br />TANGENT <br />35 <br />20' <br />35' <br />25 <br />20' <br />25' <br />WFED <br />DMIT <br />public Road <br />35 <br />Speed Limit <br />SPEER <br />"MIT <br />Assumed <br />Private Road <br />25 <br />Speed Limit <br />TRAFFIC CONTROL PLAN <br />SHORTTERM STATIONARY WORK ZONE <br />® ARROW BOARD FOR UNDERGROUND REFERNCE PLAN SET <br />• OG. 28" CONE <br />W4-2L <br />GHT ROAD <br />CLOSEDN-� ` WORK <br />• o • <br />— — — — — — -_ — — —. — — — — — — — — — — — — — — — — ——•�-•-� t H�I-1 t F-s -• -•_ _- -- _ _ — — _ _— __ _- <—/�� <br />V <br />Seaway Blvd <br />Seaway Blvd <br />— <br />�j--——— — — — --— --- --- --- -._ —.. ---- <br />M <br />BUFFER DATA <br />ROAD <br />WORK <br />LONGITUDINAL BUFFER SPACE = B <br />SPEEDIMPH) <br />25 <br />30 <br />35 <br />40 <br />1 45 <br />1 50 <br />55 1 <br />60 <br />1 65 <br />1 70 <br />LENGTH(MET) <br />155 <br />200 <br />1 250 <br />1 W5 <br />1 360 1 <br />425 <br />495 1 <br />570 <br />1 G45 <br />1 730 <br />PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE <br />TYPITALPROTECTIVE <br />TYPIMLPROFERIVEWHICIE(WITHTMA) <br />STATIONARY <br />VEHICIETYPEWITHTMA <br />IOADEDWEIGHT(LBS) <br />OPERATION (FEET <br />4YARDDUNPTRUCK, <br />MINIMUM WEIGHT15,000 M. <br />SEWCETRUCK, FIATBED, <br />(MAXIMUM WEIGHTSHALLBEIN <br />30 MIN. <br />ETC <br />ACCORDAII EWITHMANUFA, TURER <br />ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. <br />"A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF ATMAIS AVARABLE.IF NO TMA IS <br />USED,THE PROTECTIVE VERCIE SHALL BE STRATEGR'ALLYLOCATED IN TIE FIEW TO SHIRD <br />WORKERS AND NO ROLLAHEAD DISTANCE ISSPEOFIED <br />- ———————————---- — -- --- ... <br />SIGN SPACING = X FEET <br />FREEWAYS&EXPRESSWAYS 50/70MPH 150O'+/-(0RASPERMUTC0) <br />RURALHIGHWAYS 60/65MPH 800'+/- <br />RURALROADS 45/55 MPH 500'+/- <br />PUBLIC ROAD 35/40 MPH 350'+/- <br />RUAL ROADS & URBAN ARTERIALS - <br />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 INTERCHANGE RAMPS, AT <br />GRADE INTERSECTIONS,AND DRIVEWAYS <br />(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAM" CONDITIONS <br />� <br />Ar;�6///7 <br />MINIMUM TAPER LENGTH IN FEET <br />LANE <br />WIDTP <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 />600 <br />660 <br />720 <br />780 <br />840 <br />:AasTec <br />Utilitys.,k.z <br />verizowl <br />FORESITE <br />(K <br />T E R C 0 M <br />SHEET: 17 OF <br />17 <br />