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verizon,' <br /> TRAFFIC CONTROL PLAN <br /> PROJECT: <br /> SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET 1801AVAO.2ROWIEVT1118 <br /> EVTrNocATION. <br /> ICIILI <br /> W21-7 I � N EVERETT,WA <br /> �K _..�,_. I GENERAL NOTES: <br /> Legend 1. EACH SHEET REPRESENTS A <br /> W (� I COMPLETE WORK EFFORT. <br /> .- Q F- o I Barrel PROGRESSIVE WORK IS SPECIFIED Z <br /> LLJO <br /> F- z = I T ® Utility Truck BY MATCH LINE CONTINUATION H <br /> W O <br /> �-f ; g Work Area 2. ALL DRIVEWAY ACCESS SHALL z w <br /> Q C7 W Z I REMAIN OPEN DURING WORK � °—° <br /> Df <br /> ACTIVITY 0 J 0 <br /> W4-2 W20-5 W21-7 <br /> 3. SEPARATION DEVICES WILL BE U ¢ <br /> PEDESTRIAN TRAFFIC WILL BE ADJUSTED TO MAINTAIN ACCESS w } <br /> ACCOMODATED AT IMPACTED "o K TO BUSINESS AND RESIDENTIAL Q ? a <br /> G20-2a SIDEWALK OBSTRUCTION BY <br /> CONTRACTOR I I PROPERTIES DURING WORK aor <br /> N 7 <br /> END L/3— -X-,-.;f-X ':•• X z ACTIVITY w ¢ g <br /> ROADWORK `� i �` � I 4. ALL WORK TO BE PERFORMED <br /> DURING DAYTIME HOURS,UNLESS H <br /> m I I TRAFFIC VOLUMES OR2� p <br /> MUNICIPALITY DICTATE <br /> • e OTHERWISE <br /> '- 5. ALL SIGNS ARE 48"X48"BLACK ON <br /> • — ` I — <br /> ------- — � � FLUORESCENT ORANGE UNLESS <br /> OTHERWISE NOTED FORESITE <br /> � 6. TRAFFIC SHALL NOT BE STOPPED IN <br /> 19TH AVE SE <br /> _ ANYONE DIRECTION FOR MORE � L(n <br /> — — — — � � <br /> SPEED LIMIT 35 MPH <br /> THAN 5 MINUTES as.GmuP,lnc asl—fg-o.M <br /> 3M E Cesar Chavez St. 01 314.887.6— <br /> 7. IF NEED PEDESTRIAN WILL BE „�7B702 f1334.ff87.6024 <br /> y ACCOMMODATED THROUGH THE <br /> PROPOSED AREIAL FIBER WORK ZONE <br /> — — — — — — — — — \ 8. WORK AREA TO INCLUDE STAGING <br /> AREA <br /> W \ <br /> O = Z L¢ W I DATE: 05/17/2019 <br /> LZ = W ENGINEER: F.Colon <br /> > Ld I o \ DRAWN BY: S.Dickson <br /> W W I o'T1 REVISIONS <br /> N <br /> 7� DATE DESCRIPTION INITIAL <br /> END I Z <br /> ROAD WORK <br /> G20-2a <br /> BUFFER DATA CHAN SPACING NELIZATIO(feet)N DEVICE SHOULDER WORK ALONG 19T H AVE SE <br /> ExcEPT as MAY eE OTHERWISE PRovIOEO By CONTRACT <br /> LONGITUDINAL BUFFER SPACE = B MPH TAPER TANGENT THESEDru "_AND SPECIFICATIONS SHALL REMAIN TH <br /> 35/40 1 30 1 60 PROPERTY OF MCI COMMUNICATIONS SERVICES.INC..BOT <br /> BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br /> SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 25/30 20 40 REPRODUCED, coPIED, OR USED FOR ANY PURPos <br /> WITHOUT SPECIFIC WRITTEN PERMISSION. <br /> LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 <br /> TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R SCALE <br /> SIGN SPACING=X (1) MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) <br /> HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT RURAL ROADS&URBAN ARTERIALS 35/40 MPH 350' HORIZONTAL: N/A <br /> 9,900 TO 22,0001bs. >22,0001bs. SHOULDER Posted Speed (mph) <br /> RURAL ROADS,URBAN ARTERIALS, 25/30 MPH 200'+/-(2) WIDTH p ( p ) <br /> < 45 ME FEE MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH RESIDENTIAL&BUSINESS DISTRICTS VERTICAL: N/A <br /> 100' 123' 172' 74' 100' 150' <br /> URBAN STREETS 25 MPH OR LESS 100'+/-(2) (feet) 25 30 35 40 - 50 55 6- - - <br /> 8' 40 40 60 90 - - - - - - <br /> (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE <br /> PROTECTIVE VEHICLE(WORK VEHICLE)=R INTERSECTIONS AND DRIVEWAYS. 10, 40 60 90 90 LSHEET: 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 8' <br />