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1)As per TCP provided,City of , TRAFFIC CONTROL PLAN i <br /> Everett design standard 701 and •:M a sTe c <br /> MUTCD standards as applicable. m I SHORT TERM STATIONARY WORK ZONE W'°' ROaD m I DLIIitY Su,vl <br /> 2)"No Parking,TOW AWAY" I TRANSIT FOR UNDERGROUND REFERNCE PLAN SET AHEAD , <br /> signs must be placed 72 hours in CONTACT SKIP ALGARD WITH EVERE17 TRANSIT(425-257-7765, i verizon� <br /> advance of any work. salgard@everettwa.gov)AND DANA OSBORN WITH COMMUNITY <br /> TRANSIT(425-348-7191,dana.osborn@Dom mtmns.org)AT LEAST 2 <br /> 3)Flaggers are to assist W'D' <br /> pedestrians through work area if WEEKS PRIOR TO CLOSURE. <br /> I EN R I NOT FORES I TE <br /> no spotters then a two sign 1,ALLWORKTO BE PERFORMED DURING DAYTIME HOURS,UNLESS TRAFFIC , <br /> VOLUMESORMUNICIPAUTY DICTATE OTHERWISE <br /> sequence shall be used.The <br /> 2.ALL SIGNS ARE 48"X48"BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE <br /> advanced signage R9-10 I NOTED. S <br /> "Sidewalk Closed use other side 3,TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORETHAN 10 <br /> MINUTES, g I n <br /> or R9-11 "Sidewalk Closed I 4.IF NEEDED PEDESTRIANS WILL BE ACCOMMODATEDTHROUGH THE WORK ZONE. () T E A C O M <br /> Ahead"then R9-9"Sidewalk I 5.ALL DRIVEWAYACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. • c <br /> Closed"at the work area for all 6.WORKAREATO INCLUDE STAGING AREA. SIGN SPACING=X FEET <br /> • <br /> FREEWAYS&EXPRF55WAYS 50/70 MPH 15OD'+/-(0RASPERMUTCD) <br /> approaches. RURALHIGHWAYS 60/65 MPH 800'+/- t n <br /> --I <br /> , ftURALROA05 45/55 MPH 500'+/- T .9 Z �E-I <br /> PUBLIC ROAD 35/40 MPH 350'+/- 1 � <br /> RUAL ROADS&URBAN ART <br /> APPROVED ri3sln i I RESIDENTIAL&BUSINESS DERIALS ISTRICTS 25130 MPH 200'+/- Z O <br /> By JWISDOM at 2:15:17 PM,111512019 PWVATE ROAD/DPIVEWAY 25 MPH OR LESS 100'+/- WroN"110>z I-- ('ALL SIGNS ARE 48"x 48"BLACK ON O RANGE UNlF55 OhIERWISE DISIGNATED RoaD(1)ALL SIGN SPACING MAY BE ADJUSTEO TO ACCOMMO GATE INTERCHANG E RAM PS,AT GRADEWONt W3INTERSECTIONS,AND DRIVEWAYSaHEAO(2)THE SPACING MAYBE REDUCED IN URBAN AREASTO FIT BOADWAYCONDITIONSx <br /> I I <br /> Hoyt Ave <br /> BUFFER DATA x x laD'-100 <br /> LONGITUDINAL BUFFER SPACE=B w=uaa <br /> SPEEDIMPH) 25 30 35 q0 q5 SO 55 fi0 65 TO WOyI <br /> LENGTH(FEEE) 155 100 ]50 305 360 425 495 SJO 615 ]30 AHEAD I $ <br /> Public Road I PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE I • $ <br /> 55 .Speed Limit I TYPICALFRDEELTNE TYPICAL PRDTECTIVEVEHICLEIWOHTMA) STATIDNARY <br /> vEHICEETVPEWITRTMA WADEDWEIGHT(LB5) oPERATION(FEET) <br /> Assumed 4YARD DUMPTRUX, MINIMUM WEIGHTI,000 LBS <br /> IT SERMCE111—FIATBED, (MA%IMUMWEIGHTSHALLBE1N <br /> I ACCORDPNCEWITHMANUFA NRER 30 MIN. I wzD-Ta <br /> 25 Private Road ETD RECOMMENDATION) <br /> Speed Limit I ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. <br /> I •APROFECIVEVEHICLEISRECDMMENDEDREGARDLESSIFATMAISAVAIIABLE.RNOTMAI5 <br /> USED,THE NHO 5CRIVE VEHIO.ESHALLBESTRATEGIC UY LOCMEO IN THE RELDTO SHIELD <br /> WORKERS AND NO ROLL MEAD DISTANC ISSPEDFIED <br /> I , aHEaD <br /> MINIMUM TAPER LENGTH IN FEET <br /> CHANNELIZING DEVICE SPACING(FEET) Q <br /> LANE POSTED SPEED OMIT(MPH) <br /> MPH TAPER TANGENT I WIC 25 30 35 40 45 50 55 60 65 70 <br /> 35 20' 35' I 10 105 150 205 270 450 500 550 - - <br /> 25 20' 25' I 11 115 165 225 295 <br /> 495 550 605 660 - - <br /> 32 125 180 245 320 540 600 660 720 780 840 <br /> SHEET:7 OF 8 <br />