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verizon,' <br /> TRAFFIC CONTROL PLAN <br /> PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1601AUJER19R0WIEVT1614 <br /> EVEPROI TLOCATION. <br /> EVERETT,WA <br /> PROPOSED AREIAL FIBER — — LOMBARD AVE LOMBARD AVE GENERAL NOTES: <br /> 1. EACH SHEET REPRESENTS A <br /> COMPLETE WORK EFFORT. Z <br /> J:0-5-j <br /> PROGRESSIVE WORK IS SPECIFIED OLegendBY MATCH LINE CONTINUATIONON SHEET <br /> Cl� F- Cd Q zW Barrel 2. ALL DRIVEWAY ACCESS SHALL oQ Z � W w Utility Truck REMAIN OPEN DURING WORK Z aQ <br /> (Y) 0 > > ACTIVITY O(y > QW Work Area 3. SEPARATION DEVICES WILL BE CJ a 2O Q W ADJUSTED TO MAINTAIN ACCESz TO BUSINESS AND RESIDENTIAL J J¢ <br /> PROPERTIES DURING WORK a Lu <br /> Lu <br /> ACTIVITY 0 a <br /> 4. ALL WORK TO BE PERFORMED <br /> co ALLEYWAY DURING DAYTIME HOURS,UNLESS <br /> � <br /> ALLEYWAY N TRAFFIC VOLUMES OR O <br /> ROAD CLOSED I MUNICIPALITY DICTATE ■ ■ <br /> ROAD CLOSED I R11-4 TO THRU TRAFFIC I I — — — OTHERWISE ■ <br /> R11-4 TO 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> THRU TRAFFIC — J — — — — — — FLUORESCENT ORANGE UNLESS <br /> TED <br /> — — — — — — — — 6. TTRAF FC SHALLONOT BE STOPPED IN FORESITE <br /> ANYONE DIRECTION FOR MORE group <br /> THAN 5 MINUTES Fans•GmuP lnc wI .B-IM.N <br /> 400<1 �� TI 3000EC—Chavez St o13348B).fi0fi4 <br /> _ Aust J8J03 <br /> � 7. IF NEED PEDESTRIAN WILL BE 1133485J.60M <br /> - I ACCOMMODATED THROUGH THE <br /> WORK ZONE <br /> 8. WORK AREATO INCLUDE STAGING <br /> I I AREA <br /> I I LLJ <br /> � <br /> L I I CDWOW �1F~ <br /> F- In 7LJ I I (IJQW W � WZLLJ <br /> Y lLLJ N Y Lj O Q � < > LLJ <br /> 0 L M ED > W 0 ¢ L�J <br /> WORKZONE ACCESS DATE: 06/17/2019 <br /> J — — — — — — — — — THROUGH PARKING LOT ENGINEER: F.Colon <br /> DRAWN BY: S.Dickson <br /> REVISIONS <br /> CAKES AVE <br /> DATE DESCRIPTION INITIAL <br /> _ — — — — — — <br /> OAKES AVE <br /> BUFFER DATA CHANNELIZATION DEVICE SHOULDER WORK WITHIN ALLEYWAY <br /> SPACING(feet) EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> MPH TAPER TANGENT THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> LONGITUDINAL BUFFER SPACE = B PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..BOT <br /> 3S/4O 30 6O BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br /> SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 REPRODUCED, COPIED, OR USED FOR ANY PURPOSE <br /> ( 1 25/30 20 40 WITHOUT SPECIFIC WRITTEN PERMISSION. <br /> LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 <br /> SCALE <br /> TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R SIGN SPACING=X (1) MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) <br /> HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT HORIZONTAL: N/A <br /> 9,900 T022,000 Ibs. >22,000 Ibs. RURAL ROADS&URBAN ARTERIALS 35140 MPH 350' Speed <br /> SHOULDER Posted (rnp h) <br /> RURAL ROADS,URBAN ARTERIALS, 25130 MPH 200'+/-(2) WIDTH VERTICAL: N/A <br /> < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH RESIDENTIAL&BUSINESS DISTRICTS (feet) 25 30 35 40 45 50 55 1 60 65 70 <br /> 100' 123' 172' 74' 100' 150' URBAN STREETS 25 MPH OR LESS 100'+/-(2) <br /> (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE 8' 40 <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R INTERSECTIONS AND DRIVEWAYS. 10' 40 so so so SHEET: E-01 <br /> (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT <br /> NO SPECIFIED DISTANCE REQUIRED ROADWAY CONDITIONS. USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN B' <br />