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verizon,' <br /> TRAFFIC CONTROL PLAN <br /> PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1 <br /> 1703MNTR.005ROWIEVT0934 <br /> EVERETT <br /> — 4634 ALGER AVE <br /> EVERETT,WA <br /> D <br /> c0i � � GENERAL NOTES: <br /> 1. EACH SHEET REPRESENTS A <br /> ALL BARREL SPACING WILL BE ADJUSTED TO z COMPLETE WORK EFFORT. z <br /> PROPOSED AREIAL FIBER ALLOW ACCESS TO IMPACTED DRIVEWAYS& 0 <br /> PROGRESSIVE WORK IS SPECIFIED <br /> PARKING LOTS DURING WORK ACTIVITY 0 H <br /> Legend BY MATCH LINE CONTINUATION U <br /> J <br /> C) 9 ON SHEET <br /> J W F~- I Q F- z •Barrel 2. ALL DRIVEWAY ACCESS SHALL o <br /> Q � J W W REMAIN OPEN DURING WORK fn <br /> J H- J W F- o W W � W i W Z W z Utility Truck z a <br /> - W c ACTIVITY O <br /> 17- Q I >LLJp 3. SEPARATION DEVICES WILL BE z <br /> W A W ,� W Z W, A m Work Area U a ED <br /> W ram, 11' Z W W > > A W W p Q > T ADJUSTED TO MAINTAIN ACCESS z <br /> CD W w - CD W W W Li Q W W Q > j I W p TO BUSINESS AND RESIDENTIAL a <br /> - A W Q > > WIL PROPERTIES DURING WORK LU w <br /> LL ,� W TWL� — — — — — — — m — — — ACTIVITY 0 a <br /> rn 4. ALL WORK TO BE PERFORMED to <br /> m DURING DAYTIME HOURS,UNLESS <br /> • • • cD TRAFFIC VOLUMES OR O <br /> • <br /> FEDERALAVE -----; MUNICIPALITY DICTATE <br /> OTHERWISE <br /> SPEED LIMIT 2$MPH _ FEDERAL AVE f 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> ..� sPEEDLIMIrzsMPH — — — — — FLUORESCENT ORANGE UNLESS <br /> OTHERWISE NOTED FORESITE <br /> 6. TRAFFIC SHALL NOT BE STOPPED IN <br /> ANYONE DIRECTION FOR MORE group <br /> JQ — — — — — — — —_ THAN5MINUTES 3000ECearCNaea Wo133aeaeaa <br /> LLJ -J W 5.k.400 1133488-24 <br /> Q � � Z W 7. IF NEED PEDESTRIAN WILL BE <br /> CD Z Q W W CO I 1-- <br /> a ACCOMMODATED THROUGH THE A ate,X B Bz <br /> CD A W W W > > D Ld W Q' I w I I WORK ZONE <br /> LLJ W W Q W Q >LLJ ; ' 8. WORK AREA TO INCLUDE STAGING <br /> LL- QW Y <br /> -J Q <br /> ' I 0j Z W <br /> W W W <br /> � Q > > <br /> � QLv <br /> ' I DATE: 05/23/2019 <br /> I I ENGINEER: F.Colon <br /> DRAWN BY: S.Dickson <br /> — I REVISIONS <br /> DATE DESCRIPTION INITIAL <br /> �A <br /> BUFFER DATA CHANNELIZATION DEVICE SHOULDER WORK ALONG FEDERAL AVE <br /> SPACING(feet) EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> LONGITUDINAL BUFFER SPACE A CE B MPH TAPER TANGENT THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> = PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..BOT <br /> 35140 30 60 BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br /> SPEED MPH 25 30 35 40 4$ 50 $$ 60 6$ 7U REPRODUCED, COPIED, OR USED FOR ANY PURPOSE <br /> SPEED(MPH) 2$/36 2U 46 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 (1) MINIMUM SHOULDER TAPER LENGTH = L 3 (feet) <br /> HOSTVEHICLEWEIGHT HOST VEHICLE WEIGHT / HORIZONTAL: N/A <br /> 9,900 TO 22,000 Ibs. >22,000 IDS. RURAL ROADS&URBAN ARTERIALS 35140 MPH 350' m SHOULDER Posted Speed / h\ <br /> RURAL ROADS,URBAN ARTERIALS, 25/30 MPH 200'+/-(2) WIDTH P \ P / VERTICAL: NIA <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 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 3' 40 40 60 <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R INTERSECTIONS AND DRIVEWAYS. 10, 40 so go 90 SHEET: E-05 <br /> (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT <br /> NO SPECIFIED DISTANCE REQUIRED = <br /> ROADWAY CONDITIONS. USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 6' <br />