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2401 HEWITT AVE 2024-11-08
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2401 HEWITT AVE 2024-11-08
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Last modified
10/15/2024 2:32:47 PM
Creation date
10/7/2024 9:57:16 AM
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Address Document
Street Name
HEWITT AVE
Street Number
2401
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KING COUNTY METRO: Q , TRAFFIC CONTROL PLAN <br /> '•'M a STe C <br /> ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSITOPERATIONS cy <br /> SHORT TERM STATIONARY WORK ZONE Utility Services <br /> OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION E <br /> INFORMATION CENTER (CIC). PLEASE VISIT: L° FOR UNDERGROUND REFERNCE PLAN SET ✓ <br /> Http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx verizon <br /> OR CONTACT CIC AT 206-477-1140 (Construction Impacts) 1 206-477-1150 (Trolley CHANNELIZING DEVICE SPACING (FEET) <br /> Impacts). PLEASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AND I MPH TAPER TANGENT <br /> BUS STOP IMPACTS 50/70 40 80 FORESITE <br /> GENERAL NOTES: <br /> 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC VOLUMES OR 35/45 30 60 <br /> MUNICIPALITY DICTATE OTHERWISE. 25/30 20 40 <br /> 2. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED. <br /> 3. TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR MORE THAN 10 MINUTES. Il i 4 <br /> 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. �J T E R C 0 M <br /> 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. <br /> 6. WORK AREA TO INCLUDE STAGING AREA. w4-21L <br /> W20-SL W20-1 <br /> SPEED I I LEFT LANE ROAD <br /> LIMIT I I CLOSED WO D <br /> 35 HEA <br /> kj0U-_3QU x x x r z D <br /> Z TI <br /> 0 n <br /> WORK ARE <br /> l IF <br /> 3 rJ' <br /> - — — — — — — <br /> I=> I=> <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> Hewitt Ave I=> I=> <br /> BUFFER DATA X X X 100�-300� <br /> LONGITUDINAL BUFFER SPACE=B W4 2L <br /> W20-1 W20-SL <br /> SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 ROAD LEFT LANE <br /> WORK CLOSED <br /> LENGTH(FEET) 155 200 250 305 360 425 495 570 645 730 AHEAD HEA <br /> PROTECTIVE VEHICLE WITH TMA ROLLAHEAD DISTANCE <br /> TYPI CAL PROTECTIVE STATIONARY <br /> TypI CAL PROTEGfIVE VEHICLE(WITH <br /> VEHICLE WITH TMA)LOADEDWEIGHT(LBS) OPERATION <br /> TIMA MA FEET <br /> 4 YARD DUMP TRUCK, MINIMUM WEIGHT 15,000 LES. <br /> SERVICETRUCK,FLAT (MAXIMUM WEIGHT SHALL BE IN 30 MIN. <br /> BED,ETC. ACCORDANCEWITH MANUFACTURER <br /> REC OM ME N DATI ON <br /> ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. SIGN SPACING =X FEET <br /> FREEWAYS&EXPRESSWAYS 50/70 MPH 1500'+/-(OR AS PER MUTCO) <br /> *A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESSIF ATMA ISAVAILABLE.IF <br /> NOTMAIS USED,THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN RURAL HIGHWAYS 60/65 MPH 800'+/- <br /> THE FIELDTO SHIELD WORKERS AND NO ROLL AH EAD DISTANCE IS SPECIFIED <br /> MINIMUM TAPER LENGTH IN FEET RURAL ROADS 45/SS MPH 500'+/- <br /> RUAL ROADS&URBAN ARTERIALS 35/40 MPH 350'+/- <br /> LANE POSTED SPEED LIMIT(MPH) FILIAL ROADS&URBAN ARTERIALS 25/30 MPH zoo'+/- <br /> WIDTH 25 30 35 40 45 50 55 60 65 70 RESIDENTIAL&BUSINESS DISTRICTS <br /> URBAN STREETS 25 MPH OR LESS 100'+/- <br /> ALL SIGN S ARE 48"x 48"BLACK ON ORAN GE U NLESS OTHERW ISE DISIGN AT® <br /> 30 105 150 205 270 450 500 550 - - <br /> (1)ALL SIGN SPACING MAY BE ADI LISTED TO ACCOMMODATE INTERCHANGE RAMPS,AT GRADE <br /> INTERSECTIONS,AND DRIVEWAYS <br /> 11 115 165 225 295 495 550 605 660 t% (2)THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY C ONDITIONS <br /> C6 <br /> 12 125 180 245 320 540 600 660 720 780 840 0 <br /> 0 <br /> SHEET: 4 OF 6 <br />
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