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1)As per TCP provided,City of <br /> Everett design standard701 and a TRAFFIC CONTROL PLAN I :MasTec <br /> MUTCD standards as applicable. m ( SHORTTERM STATIONARY WORK ZONE m DHRty Su."Ic <br /> 2)"No Parking,TOW AWAY"signs TRANSIT FOR UNDERGROUND REFERNCE PLAN SET <br /> must be placed w hours in I CONTACT SKIP ALGARD WITH EVERETT TRANSIT(425-257-7765, BUFFER DATA J <br /> advance Of any Work. salgard@everettwa.gov)AND DANA OSBORN WITH COMMUNITY i verizon <br /> LONGITUDINAL B UFFER SPACE=B <br /> 3)Sidewalk CIOSUre:The advanced TRANSIT(425-348-7191,dana.Osborn@commtrans.Drg)AT LEAST SPEED(MPH) zs 1a 1s aD as so sz ED ss Ta <br /> signage R9-10"Sidewalk Closed I WEEKS PR IOR TO C LOSU RE. FORESITE <br /> I LENGTH(FEET) 155 zoo 150 305 360 415 495 SID - ... <br /> use other side"orR9-11 "Sidewalk GENERAL NOTES;1,ALLWORKTOBE PERFORMED DURING DAYTIME HOURS,UNLESS TRAFFIC WZD-x PROTECTIVE VEHICLEWITHTMA ROLL AHEAD DISTANCE <br /> Closed Ahead"and R9-9"Sidewalk VOLUME50RMUNICIPAUTY DICTATE OTHERWISE ROAD ( TYPIGLPROIECDVE TYPICAIPROIECIIVE VEHIDIE IWRH STA ONARY <br /> Z,ALL SIGNS ARE 48"x48"BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE ANE o vEHIOATYPEWITHTMA TMAI...DwEIGHT(OIS) op RATI N Closed"at the work area for all NOTED. MINIMUM wEIGHTLSpOD 0$. <br /> 3. A YARDDUNPTRUCE IM.IMJMWEI'HTSHALLVE IN <br /> approaches. MINUTES. <br /> TRAFFIC SHALL NOT BE STOPPED IN ANY ONEDIRECfION FOR MORETHAN IO I SEM CETRETC ATBED, ACmROPNCFWITH MANVFPLWRER 30 MIN. <br /> MINUTES. I OO RECOMMENDLTONI , <br /> wxoa. <br /> 4.IF NEEDED PEDESTRIANS WILL BEACCOMMODATEDTHROUGH THE WORK ZONE. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. T E RIC M <br /> 5.ALL ORIVEWAYACCFSS SHALL REMAIN OPEN DURING DURATION OF WORK. I r".,•,� I <br /> 6,WORKAREATO INCLUDESTAGINGAREA. •APRMECTLVEVENICLEISR--.DEDREGARULESSIFATMAISAVAIIAGLE.IFNOTMA <br /> IS USEO,THE PROEELTIVE VEHIUESHALLRESTRATEGIII LOCATED INTNE RELDTO <br /> b4 MINIMUM TAPER LENGTH IN FEET Q sHlELOWORRa15ANDNOROMAHEPDDISTMICEBSPEOPIED <br /> LANE POSTED SPEED LIMIT(MPH) n <br /> 25 30 35 40 45 50 55 60 65 70 Q <br /> APPROVED I,. n wILnH $ Z <br /> By JWISDOM of 2:10:09 PM, 1/ 52019 I 10 105 150 205 270 450 500 550 - - - •i > O <br /> T <br /> n <br /> 11 115 165 225 295 495 550 605 660 - - + wzD-Ta WID3 r— <br /> ROAD <br /> 12 125 180 245 320 540 600 660 720 780 840 I wow< <br /> } AHEAD <br /> WOMAR +I <br /> • • •• <br /> Hoyt Ave <br /> 300'-100' <br /> nopD <br /> wID-t 0qa I <br /> wows <br /> AH AD <br /> Public Road <br /> 55 Speed Limit <br /> Assumed <br /> 25 Private Road ( pp waT• <br /> Speed Limit 4 V <br /> SIGN SPACING FEET <br /> FREEWAYS&EXPRESSWAYS 50/70 MPH 1500'+/-IOR AS PER MIIrC01 I W10.1 <br /> ROpO <br /> RURALHIGHWAYS 60/65 MPH 800'+/- <br /> p [� RURALROADS 45/55 MPH 500'+/- <br /> CHANNELIZING DEVICE SPACING(FEET) �J PUBLICROAD 35/4o MPH 350'+/- <br /> MPH TAPER TANGENT I RUAL ROADS&URBANARTERIALS 25 30 ' <br /> RESIDENTIAL&BUSINESS DISTRICTS / MPH 200+/- I <br /> 35 20' 35' IPRIVATE ROAD/DRIVEWAY 25 MPH OR LESS 100'+/- <br /> ALL SIGNS ARE48"x 48"BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED <br /> 25 20' 25' I (1)AL' <br /> 51GN SPACING MAY BE ADJ USTED TO ACCOMMO DATE INTERCHANGE RA M PS,AT GRADE <br /> INTERSECTIONS,AND DR]V EW AYS UJ(11 THE SPACING MAY BE REDUCED IN URBAN AREASTO FIT ROADWAY CONDITIO NS 4� <br /> S. <br /> SHEET:4 OF 8 <br />