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TRANSIT TRAFFIC CONTROL PLAN <br /> CONTACTS KIP ALGARD WITH EVERETT TRANSIT(425-257- CHANNELIZING DEVICE SPACING (FEET) ':'M a STe C <br /> 7765,salgard@everettwa.gov) AND DANA OSBORN WITH MPH TAPER TANGENT SPEED Public Road SHORT TERM STATIONARY WORK ZONE Utility Services <br /> COMMUNITY TRANSIT(425-348-7191, LIMIT <br /> dana.osborn@commtrans.org)AT LEAST 2 WEEKS PRIOR TO 35 20' 35' 35 Speed Limit FOR UNDERGROUND REFERNCE PLAN SET <br /> CLOSURE. 25 20' 25' <br /> Assumed SIGN SPACING =X FEET verizon <br /> GENERAL NOTES: SPEED FREEWAYS&EXPRESSWAYS 50/70 MPH 1500'+/-(ORAS PER MUTCO) <br /> LIMIT 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR Private Road RURALHIGHWAYS 60/65 MPH 800'+/- <br /> MUNICIPALITY DICTATE OTHERWISE. 25 Speed Limit FORESITE <br /> 2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. RURALRoaDs 45/55 MPH 500'+/- <br /> 3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES. PUBLIC ROAD 35/40 MPH 350'+/- <br /> 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. RUAL NTIALOADS&u BUSINEBAN SS <br /> ARTERIALS <br /> 25/30 MPH zoo'+/- <br /> RESIDENTIAL&BUSINESS DISTRICTS <br /> 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. PRIVATE ROAD/DRIVEWAY 25 MPH OR LESS 100'+/- <br /> 6. WORK AREA TO INCLUDE STAGING AREA. ALL SIGNS ARE 48"x 48"BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED <br /> (1)ALL <br /> SIGNSPACING <br /> ,ANDDRMAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,ATGRADE T E R C O M <br /> INTERSECT <br /> YS <br /> (2)THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIO NS <br /> In J <br /> r Z <br /> 1929 ­4 T <br /> loot,St 1925 1917 1907 Z 7g <br /> Sw loot,St loot,st loot,St 0 F <br /> J100'-200- <br /> W20-7a $w $�I�/ $w r <br /> WORK <br /> AHEAD <br /> ROAD W20-1 <br /> 100th St S W a a <br /> I0171• • <br /> • • <br /> WO <br /> AREA <br /> X 100'-200' <br /> W20-1 ;j`W20X7- a <br /> ROAD <br /> WO RK 2106 <br /> AHEAD 10 oth St <br /> 21 SW <br /> too"st <br /> 2130 SW <br /> I BUFFER DATA <br /> loot, <br /> Stsw I LONGITUDINAL BUFFER SPACE = B <br /> x SPEED(MPH) 1 25 1 30 35 40 45 50 55 60 65 70 <br /> W20-7a LENGTH(FEET) 155 200 250 305 360 425 495 570 645 730 <br /> PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE <br /> TYPI CAL PROTECTIVE TYPI CAL PROTECTIVE VEHIC LE(WITH TMA) STATIONARY <br /> VEHICLE TYPEWITHTMA LOADEDWEIGHT(LBS) OPERATION(FEEr) <br /> x <br /> W20-1 4 YARD DUMP TRUCK, MINIMUM WEIGHT15,000 LBS. <br /> ROAD SERVICETRUCK,FLATBED, (MAXIMUMWEIGHT SHALLBE IN 30 MIN. <br /> MINIMUM TAPER LENGTH IN FEET WORK ETC. ACCOR DANCE WITH MANUFACTURER <br /> AHEADRECOMMENDATION) <br /> LANE POSTED SPEED LIMIT(MPH) I ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. <br /> WIDTH 25 30 35 40 45 50 55 60 65 70 <br /> *A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF ATMA IS AVAILABLE.IF NO TMA IS <br /> USED,THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELDTOSHIELD <br /> 10 105 150 205 270 450 500 550 - - - WORKERS AND NO ROLL AHEADDISTANCE ISSPECIFIED <br /> 11 115 165 225 295 495 550 605 660 - - <br /> 12 125 180 245 320 540 600 660 720 780 840 I < �_ <br /> fD SHEET: 2 OF 8 <br />