2130 100TH ST SW 2024-11-08 - Laserfiche WebLink

TRANSIT I TRAFFIC CONTROL PLAN .:.MasTec CONTACTS KIP ALGARD WITH EVERETT TRANSIT(425-257- 7765,salgard@everettwa.gov) AND DANA OSBORN WITH SHORT TERM STATIONARY WORK ZONE Utility Services COMMUNITY TRANSIT(425-348-7191, dana.osborn@commtrans.org)AT LEAST 2 WEEKS PRIOR TO I FOR UNDERGROUND REFERNCE PLAN SET CLOSURE. I verizon' GENERAL NOTES: 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR I SIGN SPACING = X FEET MUNICIPALITY DICTATE OTHERWISE. I FREEWAYS&EXPRESSWAYS 50/70MPH 15 00'+/-(OR AS PER MUTCO) FORESITE 2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. SPEED Public Road RURALHIGHWAYS 60/65 MPH 800'+/- 3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES. I CHANNELIZING DEVICE SPACING (FEET) LIMIT Speed Limit RURALROADS 45/SSMPH 500'+/- 35 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. I MPH TAPER TANGENT PUBLIC ROAD 35/40 MPH 350'+/- 6. WORK AREA TO INCLUDE STAGING AREA. I 35 20' 35' Assumed RESI ROADS&URBAN ARTERIALS 25/30 MPH 200'+/- SPEED RESIDENTIAL&BUSINESS DISTRICTS LIMIT Private Road PRIVATE ROAD/DRIVEWAY 25 MPH OR LESS 100'+/- 25 20' 25' TERCOMI I 25 Speed Limit ALL SIGNS ARE4s"x4s"BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1)ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT GRADE INTERSECTIONS,AND DRIVEWAYS (2)THE SPACING MAY BE REDUCED IN URBAN AREASTO FIT ROADWAY CONDITIONS 0 Z DO Z �- O W20-7a W20-1 r ROAD WORK AHEAD 100'-200' X X 100th St S W a WORK AREA X X 100'-200' W20-7a W20-1 ROAD WORK AHEAD 1510 1001h St SW 1508 100th St SW 1506 100th St SW 1504 100th St SW 1430 100"St SW 1426 1001h St SW 1418 1001h St SW 1412 100th St SW BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET LENGTH(FEET) 155 1 200 1 250 1 305 1 360 1 425 1 495 1 570 1 645 1 730 LANE POSTED SPEED LIMIT(MPH) PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE WIDTH 25 30 35 40 45 50 55 60 65 70 TYPICAL PROTECTIVE TYPICAL PROTECTIVE VEHICLE(WITH TMA) STATIONARY VEHICLE TYP E WI TH TMA LOADED WEIGHT(LBS) OPERATION(FEEF) 10 105 150 205 270 450 500 550 - - - 4 YARD DUMP TRUCK, MINIMUM WEIGHT 15,000 LBS. SERVICETRUCK,FLATBED, (MAXIMUM WEIGHT SHALL BE IN ETC. ACCOR DANCE WITH MANUFACTURER 30 MIN. 11 115 165 225 295 495 550 605 660 - - RECOMMENDATION) ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. 12 125 180 245 320 540 600 660 720 780 840 *A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF ATMA IS AVAILABLE.IF NO TMA IS USED,THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELDTO SHIELD WORKERS AND NO ROLL AHEADDISTANCE ISSPECIFIED SHEET: F