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TRAFFIC CONTROL PLAN <br /> verizon-/ <br /> PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1001AVA09ROWI PVT 0900 <br /> \ \ I SRYOGLENWOOD AVE <br /> EVERETT,WA <br /> �•�••- \ WORK CONTINED FROM SHEET E01 <br /> \ \ ` GENERAL NOTES: Z <br /> \ W21-7 ' 1. EACH SHEET REPRESENTS A COMPLETE O <br /> WORK EFFORT,PROGRESSIVE WORK IS <br /> \ O / SPECIFIED ON SHEET BY MATCH LINE CONTINUATION <br /> 2. ALL DRIVEWAY ACCESS SHALL REMAIN rj F O <br /> \ ic <br /> OPEN DURING WORK ACTIVITY p 5 O <br /> 3. SEPARATION DEVICES WILL BE ADJUSTED L, O <br /> \ �y' TO MAINTAIN ACCESS TO BUSINESSAND � Z � <br /> RESIDENTIAL PROPERTIES DURING WORKACTIVITYQ- <br /> 4. ALL WORK TO BE PERFORMED DURING <br /> qcP DAYTIME HOURS,UNLESS TRAFFIC m a <br /> \ \\ / f VOLUMES OR MUNICIPALITY DICTATE <br /> ` G204a e OTHERWISE <br /> 1) As per TCP provided, City of Everett ytP S. ALL SIGNS ARE 48"X48°BLACK ON O <br /> \a0�' th\� FLUORESCENT ORANGE UNLESS e� <br /> design standard 703 and MUTCD ,� ^�� OTHERWISE NOTED <br /> / 6. TRAFFIC SHALL NOT BE STOPPED IN <br /> standards as applicable. !� ANYONE DIRECTION FOR MORE THAN S <br /> C MINUTES FORESITE <br /> 7. IF NEED PEDESTRIAN WILL BE <br /> 2) Bike: Advanced bike lane sign "Bike \\ ny� ACCOMMODATED THROUGH THE WORK 1p <br /> ZONE <br /> H" <br /> Lane Closed Ahead" sign shall be - B• WORK AREA TO INCLUDE STAGING AREA <br /> placed 50' — 100' in advanced of work \ b'°F 6027 <br /> area. Closing the bike lane use R9-3cp GLENWOOD <br /> AVENU <br /> warranted "RIDE WITH TRAFFIC". \ •` �` \\ EVERETT <br /> APPROVED , - \ \ DATE: 02J22)2019 <br /> ENGINEER: F.Colon <br /> By MISDOM of 2:10:22 PM,31712019 \ \ DRAWN BY: S.Dickson <br /> \ \ REVISIONS <br /> _ '--__ _ \ \ DATE DESCRIPTION INITIAL <br /> BUFFER DATA CHANSPACING(fee[) SHOULDER <br /> DEVICE SHOULDER WORK ALONG G L E N W O O D AVE <br /> SPACIN <br /> LONGITUDINAL BUFFER SPACE=B MPH TAPERI TANGENT <br /> sPEEG <br /> 55 00 65 uuD DD bD <br /> IIAPHI 26 30 35 40 45 60 TO 35M 20 AO wy <br /> LEIIGT 1-) tb6 350 ]Ob ]60 196 530 f45 T30 ourarEcrcwnrtrtxren,uacwx <br /> SCALE <br /> TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE SIGN SPADING=X(N AdIpIIMUM SHOULDER.TAPER.LENGTH—L 3(t-t NO6T VEHICLE WEIGHT HO6T VEHICLE WEIGHT RURAL ROADS S URBAV ARTERIALR J5/40MPIi ]5D' / HORIZONTAL: NIA <br /> Y,60DT032,L00 ha 33,0002[ <br /> RUMLROAO$URSAIi ARTERIFLS, SHOULDER PONIPd S ..d(.ph) VERTICAL: N/A <br /> <15 UPH 45-ES AIPH >5.5 IAPH <45 MPH 46-65 AIPH >SS MPH gE61O-'AL6BU61NE65 DISTRICTS 36/Y I.1PH ]f''M-13) WIDTH - PPP <br /> ---"-'---- - ----- (IeMi 26 30 35 40 45 60 65 W 09 >0 <br /> 10D' 123' IT3' TA' tOD' 150' URBAN STREEIs 361APN OR LES6 40V N-I2) <br /> (PALL SPACING NA_ <br /> A OE AOJUSTEDTO ACCOMMODATE B' 40 40 W 90 <br /> PROTECTME VEHICLE(WORK VEHICLE)=R NERs6OnONs uiD DgWEWAYS W eD _ <br /> 131THI6 SPACING MAV SE REOUCED IN UR6AN AREAS TO FR 40 - - SHEET:E-02 <br /> NG SPECIIHEU UI6IANCE REOUINLU RO MAV COIi01T10N5. USE A 3 GEWCES TAPER FOR SHOUIDER6 LESS THEN 6' <br />