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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. <br /> SPEED <br /> LIMIT <br /> 35 <br /> O � <br /> z � � <br /> - - - - - - - - - - <br /> - - - - - - - - - - - - - - <br /> a a <br /> I=> I=> <br /> Hewitt Ave I=> INED I=> <br /> WORK ARE <br /> "W20-1 <br /> x x 100'-300' <br /> �a <br /> W4-2R 3 a <br /> 0-SR <br /> BUFFER DATA <br /> LONGITUDINAL BUFFER SPACE MINIMUM TAPER LENGTH IN FEET <br /> SPEED(MPH) 2s 1 30 1 35 1 40 1 45 1 so 1 ss 1 60 1 65 1 70 POSTED SPEED LIMIT(MPH) <br /> LENGTH(FEET) 155 1 200 1 250 1 305 1 360 1 425 1 495 1 570 1 645 1 730 LANE <br /> PROTECTIVE VEHICLE WITH TMA ROLLAHEAD DISTANCE WIDT 25 30 35 40 45 50 55 60 65 70 <br /> TYPICAL PROTECTIVE STATIONARY SIGN SPACING - X FEET 10 105 150 205 270 450 500 550 <br /> TYPICAL PROTECTIVE VEHICLE(WITH <br /> VEHICLE TYPE WITH TMA)LOADED W EIGHT(LBS) OPERATION — - _ <br /> TMA (FEET) FREEWAYS&EXPRESSWAYS 50/70 MPH 1500'+/-(OR AS PER MUTCO) LE <br /> 4 YARD DUMP TRUCK, MINIMUM WEIGHT 15,000 LB S. <br /> SERVICETRUCK,FLAT (MAXIMUMWEIGHT SHALL BE IN 30 MIN. RURALHIGHWAYS 60/65 MPH 800'+/- 11 115 165 225 295 495 550 605 660 - - <br /> BED,ETC. ACCOR DANCEWITH MANUFACTURER <br /> RECOMMENDATION RURALROADS 45/55MPH 500'+/- <br /> ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. r12 125 18O 245 320 540 600 660 720 780 840 <br /> RUAL ROADS&URBAN ARTERIALS 35/40 MPH 350'+/- <br /> *A P ROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF ATMA IS AVAILABLE.IF <br /> NO TMA IS USED,THE PROTECTIVE VEHICLESHALL BESTRATEGICALLY LOCATED IN RUAL ROADS&URBAN ARTERIALS 25/30 MPH 200'+/- <br /> THE FIELDTO SHIELD WORKERS AND NO ROLL AHEAD DISTANCE ISSPECIFIED RESIDENTIAL&BUSINESS DISTRICTS <br /> URBAN STREETS 25 MPH OR LESS 100'+/- 4, <br /> ALL SIGNS ARE 48"x 48"BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED N <br /> (1)ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT GRADE <br /> 4- <br /> PTERSECTIONS,AND DRIVEWAYS 0 <br /> )THE SPACING MAY BE REDUCED IN URBAN AREASTO FIT ROADWAY CONDITIONS SHEET: 2 OF 6 <br /> 0 <br />
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