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TRAFFIC CONTROL PLAN <br /> verizonv <br /> PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1801AVA0.9 ROWI EVT 0900 <br /> ` \ ' EVERETT <br /> \ I I ;"G'GLENWOOD AVE <br /> \ \ I EVERETT,WA <br /> \ ""� —�r WORK CONTINED FROM SHEET EDJ <br /> \ I I GENERAL NOTES: <br /> 1. EACH SHEET REPRESENTS A COMPLETE <br /> N <br /> \• \ I I WORK EFFORT.PROGRESSIVE WORK 15 /� <br /> SPECIFIED BY MATCH LINE CONTINUATION W <br /> ON SHEET <br /> 2, ALL DRIVEWAY ACCESS SHALL REMAIN N F o <br /> \ • Legend DURINGOPEN WORK <br /> ACTIVITY <br /> 3. SEPARATION DEVICES ES WILL ADJUSTED U C) <br /> \ Bevel I I TO MAINTAIN ACCESS TO BUSINESSAND Z m <br /> RESIDENTIAL PROPERTIES DURING WORK <br /> • M UIIIIIyTruck ACTIVITY /� g O <br /> \ �p'Work Area I I 4 DAYTIME HOURS,UNLESSMERDA DUCRING `V o <br /> VOLUMES OR MUNICIPALITY DICTATE rn <br /> I OTHERWISE p <br /> 5. ALL SIGNS ARE 48"X48"BLACK ON Y <br /> 1) As per TCP provided, City of Everett \Y FLUORESCENT ORANGE UNLESS <br /> OTHERWISE NOTED <br /> design standard 703 and MUTCD qq,, 6. TRAFFIC SHALL NOT BE STOPPED IN <br /> `gyp \ I ANYONE DIRECTION FOR MORE THAN <br /> standards as applicable. �' ,� \� I 7. FLNE DE PEDESTRIAN WILL BE FQRESITE <br /> ACCOMMODATED THROUGH THE WORK _ <br /> 2 ZONE <br /> Bike: Advanced bike lane sign "Bike •� I I 8. WORK AREA TO INCLUDE STAGING AREA <br /> Lane Closed Ahead" sign shall be �� �\ <br /> placed 50' — 100' in advanced of work <br /> area. Closing the bike lane use R9-3cp <br /> warranted "RIDE WITH TRAFFIC". <br /> G20-2a �Q' DATE: 02/22)2019 <br /> APPROVED -�� 1 \\ olon <br /> DRAWN BYENGINEER.:FSCDickspn <br /> By MISDO at 2:09:53 PM,3/7/2019 / REVISIONS <br /> CDATE DESCRIPOON IN- <br /> BUFFER DATA CHANNELIZATION DEVICE SHOULDER WORK ALONG GLENWOOD AVE <br /> SPACING(fast) <br /> LONGITUDINAL BUFFER SPACE=B MPH TAPER TANGENT <br /> 3snB <br /> SPEED IIAPHI ffi 30 35 40 ASa AD Al <br /> 60 55 70 u/a0 <br /> lIGTH Hm <br /> LE IN,p I56 46a a35 STB fA5 Tb Pvrsyssvrwxnwurcnwssiox <br /> TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R SCALE <br /> SIGH SPACING=X(U LONIMUTA SHOULDER TAPER,LENGTH=L 3(fast N O6TVEHICLE WEIGHT MOST VEHICLE WEIGHT ) <br /> .,030 TO e2,DBD Na 12 DB0106 RURAL ROgp56 URBAN MiERIAlS 35/401J1H )55' HORIZONTAL: NIA <br /> <s5 4PH r5_55 MPH ,55 IAPH <J5 UPH RURAL ROADS,URBAN ARTER—. SHOULDER P.M.d Speer,' m h <br /> i5-55 MPH 55 MPH RESIDENTIALSBUSINEBS DISTRICTS 28I3D 6BsH _��+/-(A) WIDTH ( P <br /> ___....__— INHI xs 30 ! 36 ao 45 w ss 6o es TB VERTICAL: NIA <br /> 100' 121' 172' TA' 190' 158' URBAN STREETS I6IAPH Ofl lE85 10D'+/-2 _ <br /> IBb AVD ID(II SACBIMYBEAOIUSTEDTOACOIWPROTECTIVE VEHICLE(WORK VEHICLE)=R ERHSAND—VW <br /> THCMBEgEDVCE0INURAEAO <br /> w SHEET: py <br /> !U SPECEG 51ANC REUItCC OTOS.ITHIS SPA .E A---! 9TAP1RFOREHWERSLESSH6- <br />