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El <br />GRAPHIC scA <br />0I- 1.�wn <br />wJ <br />I.rntl <br />Comcost <br />MYNMMON.WIQT <br />Ui D-1 clipse <br />ngmeenng <br />L'Nf IWAw a <br />wn W <br />n..... LIMJSPI�DYA <br />TRAFFIC CONTROL PLAN <br />SHORT DURATION WORK ZONE <br />FOR UNDERGROUND REFERENCE <br />PLAN SET SHEET 3 <br />MINIMUM TAPER LENGTH IN FEET (L) <br />LANE <br />WIDTH 25 <br />(FEEn <br />POSTED SPEED (MPH) <br />30 35 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 />I1. <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 />6CO <br />660 <br />720 <br />780 <br />840 <br />-4,- <br />SIGN SPACING = X (FEET) <br />FREEWAYS & EXPRESSWAYS 55/70 UPHI <br />(O uAAS ER <br />RURAL HIGHWAYS CO/65 MPH <br />500' + - <br />RURAL RMS 45/55 MPH <br />500' + - <br />RURAL ROADS 2E URBAN ARIERUIS 35/40 MPH <br />050' + - <br />RURAL ROAD URBAN ARTERMLS 25/30 MPH <br />RESIDEMW. k BUSINESS BISTROS <br />200' + - (2) <br />URBAN STREETS 25 MPH OR LESS <br />TOO' + - (2) <br />ALL SIGNS ARE 48' x 48' BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. <br />(1) ALL SPACING ANY BE ALMUSTED TO AGCLMWAIc WIfF1AW:uc :w.+. -:-v^^ <br />INTERSECTIONS, NA DRIVEWAYS. <br />(2) 'm SPACING MAY OE REDUCED g2 U.VBW AREAS TO FIT POAOW.AY' COmw ONS. <br />TI-BS IS PROPRIETARY INPORIMATION - NOT FOR DISTRIBUTION. <br />t <br />S I <br />NECP <br />LEFT <br />i <br />i <br />POLICE <br />OFFICER <br />AiO.•4di + <br />!w'IA..ia:L i <br />;i <br />BUFFER DATA <br />LONGITUDINAL BUFFER SPACE - B <br />SPEED (MPH) <br />25 <br />30 <br />35 <br />40 <br />45 <br />SO $5 <br />60 <br />070 <br />LENGTH (FEET) 155 200 250 305 360 425 495 570 045 130 <br />PROTECTIVE VEHICLE LMT11 TMA ROLL AHEAD DISTANCE <br />PICALCAL Pf207ECTNE VEHICLE <br />TYiXiaTECTNE M! <br />E (WfHI TVA)( 0 ME10tR <br />OPC1M <br />WITH T/M <br />(FEET) <br />MINMUMY+EIGHT 15$000LDLS. <br />COMP TRUCK, WEIGHT BE <br />4 YARD (MAXIMUM 30 MIN. <br />IN ACCORDANCE WIN <br />FLIT BEf7pRT' VANUFACNRER RECOMNENDAD04 ) <br />ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. <br />•A PROTECTIVE VEMCLE IS RECOMMENDED REGARIXESS IF <br />AVAQA LE. IF NO TMA M USED THE PROTEGTIVE <br />A IfT,A IS <br />VCNICIE SHALL BE STRATEGICALLY LOCA18 N THE FIE TO <br />SHIELD wDWERS MO NO ROLL AHEAD DISTANCE IS SPECIFIED. <br />I <br />_...-._.... _ram.:---• "--- -...._ � .__ <br />CHANNEUZING DEVICE SPACING (FEET) <br />MPH TAPER <br />TANGENT <br />50/70 <br />40 <br />50 <br />35/45 <br />30 <br />60 <br />25/30 <br />20 <br />40 <br />GENERAL NOTES: <br />1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR <br />MUNICIPALITY DICTATE OTHERWISE. <br />2. ALL SIGNS ARE 48-X48- BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. <br />3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES. <br />4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. <br />5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. <br />5. LOCAL PATROL OFFICER TO SUPERCEDE TRAFFIC SIGNAL <br />NOTES: <br />1. NO WORK BETWEEN 2PM-6PM M-F, <br />2. CONTACT CITY OF EVERETT TRAFFIC <br />SIGNAL MAINTENANCE SUPT STEVE CONTACT INFO <br />SAWYER AT 425-257-7296 TO PUT SIGNA ECLIPSE ENGINEERING <br />INTO FLASHING OPERATION AND RON DETMANAGER <br />RON DESMET <br />Illl��l RESTORE NORMAL OPERATION. 200,571.2230 <br />!4f\ <br />m>m <br />AV/L <br />ME OF WORK: UNDERGROUND <br />WORK HOURS: M-F 7AM-SPAR. <br />APPROVED <br />94017 By Corey N.-Hart at-2:39 pm, Aug 23, 2013= SDegT TCP4 <br />M m6er. <br />r <br />ECLIPSE <br />