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KING C U YMETR <br /> ANY CONSTRUCTION E INSTALLATION THROUGH <br /> AFFECTING SIT CONS-MUC IONS w:D.i Q I I I TRAFFIC CONTROL PLAN a sTe c <br /> OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION wDp D`1 I I I <br /> It EVERETT TRANSIT IS THE SERVING TRANSIT K ANEAD u SHORTTERM STATIONARY WORK ZONE <br /> OR AGENCY ON THIS ROUTE W-511 x Or I I I I FOR UNDERGROUND REFERNCE PLAN SET VerIZOn� <br /> I I I <br /> Im AND IDNr uN <br /> BUS STOP IMPACTS Q°SF0 I I I I Ea CHANNELIZING DEVICE SPACING(FEET) <br /> GENERAL NOTES: i T i MPH TAPER TANGENT FORESITE <br /> w,1A N <br /> 1.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS,UNLESS TRAFFIC VOLUMES OR <br /> MUNICIPALITY DICTATE OTHERWISE. •'• 50/70 40 80 <br /> 2.ALL SIGNS ARE 48"X48"BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. I • j ( 35/45 30 60 <br /> 3.TRAFFIC SHALL NOT BE STOPPED INANYONE DIRECTION FOR MORE THAN 10 MINUTES. • T �I \\ yy <br /> 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE I 25/30 20 40 \1�J <br /> 5.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK T E R C 0 M <br /> 6.WORKAREATO INCLUDESTAGING AREA. a <br /> 30 <br /> i ® I '% C) <br /> THREE SIGN SEQUENCE 1 I i <br /> REQUIRED BY WAC,SEE e I s °T• roRR Wxoi T <br /> PLAN 701 b 4 I 4 ""`"° Z e n <br /> xoD•.xo0• z z <br /> IIIIIIIIII PA AR IIIIIIIIII <br /> a = =4� — - - - - - - - - - - - - - - - <br /> Hewitt Ave = _ <br /> xoD.xDn IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br /> P x SIGN SPACING=X FEET <br /> �wzo-iwxo-T, I 4� 1 t FREEWAYS&EXPRESSWAYS 50/70 MPH 1500' -(ORASPEPMUTOOI <br /> 1 1 RURALHIGHWAYS 60 65MPH 800'+- <br /> 1 RURALROADS 45/55 MPH 500'+/- <br /> RUAL ROADS&URBAN ARTERIALS 35/40 MPH 350'+/- <br /> RUAL ROADS&URBAN ARTERIALS <br /> ®I _ 25/30 MPH 200'+/- <br /> BUFFER DATA � flE51DENTIAL&BUSINESS DISTRICTS <br /> LONGITUDINAL BUFFER SPACE=B • •I URBAN STREETS 25 MPH OR LESS 100'+/- <br /> ALL SIGNSARE48"x4B"BLACK ONORANGE UNLESS OTHERWISE DISIGNATED <br /> SPEFO(MPH) z5 3D 35 b 1S SO SS W 11 7 I • • (1)AILSIGN SPACING MAYBE ADJUSTED TO ACCOMMODATE INTERCHANGE DAMPS,AT GRADE <br /> IENGTH UEEI ISS xW 350 303fiD <ZS 095 S10 6C5 )30 • INTERSECTIONS,AND DRNEWAYS <br /> I wR-xl (2)THESPACING MAYBE REDUCEDIN URBAN AREASTOFITROADWAYCONDITIONS <br /> PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE I <br /> -—ME MIUL LIA.VEVENICU:(WTMTMAI STATIONARY MINIMUM TAPER LENGTH IN FEET <br /> vEH10F TYPE WITHTMA IOADEDWOGM(LaS) OPEMTION(FEET) I I I <br /> A rAPD Duxs TRua. MINIMUM WEIGHT zs,00D yes. POSTED SPEED LIMIT MPH <br /> SFRNCETRU[E,FUTBED, (MPRI_.WEIGMSHALLBEIN 30 MIN. I LANE ( I <br /> ETC <br /> ACCARONECE IiHMANUFACTDPER WI0.5L WILT( 2$ 30 3$ 40 4$ $0 $$ W 6$ 70 <br /> RECOMMENDlT10N) <br /> ER ANE <br /> ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. I I o.osED 10 105 150 205 270 450 SOO 550 - <br /> `APROTECTNEVENICLEISPEEONAIENDEDREGAR MSIFATMAISMIA BLE.IFNOTMAIS <br /> U ,THEPRAEMEVEHICLESHALLBESTRATEGICIULMCATEDINTHERELDTOSHIEU) 11 115 165 225 295 <br /> WORURSAVDNOROLLA,IEADDLSTANCEISSPEOFIEO I I wzo-z 495 550 605 I-D <br /> 12 325 180 245 320 540 600 660780 840 <br /> ^"E^° SHEET:7 OF 14 <br /> APPROVED AS NOTED <br /> By CHert at 1:53:08 PM, 211112019 <br />