1720 75TH ST SW 2024-11-12 - Laserfiche WebLink

s� COORDINATE WITH COMMUNITY TRAFFIC CONTROL PLAN NasTec J� TRANSIT,SEAWAY TRANSIT KING COUNTY METRO' LNEN]s�.R.F CENTER SCHEDULED TO OPEN SHORT TERM STATIONARY WORK ZONE MARCH 24,2019.SYSTEM ANY CONSTR NSTALLATION ACTIVITIES AFFECTIN OPERATIONS FOR UNDERGROUND REFERNCE PLAN SET TESTING MAY BE IN PROGRESS OR FACILITIES MUST B E CO THROUG RANSIT CONSTRUCTION VerIZOn� :o- Q BEFORE. INFORMATION CENTER(CIC).PLEASE ROAD g y. portation/kcdot/Metro f struction.aspx WDNi Http://www.kin count AHEAD OR CONTACT 477-1140(Construction Impacts)1 206-477-1 CHANNEUZNG DEVICE SPACING(FEET) FORESITE * I EASE PROVIDE AT LEAST 2 WEEKS NOTIFICATION FOR BUS REROUTES AN MPH TAPER TANGENT wzos US STOP I MPACTS 9"" GENERAL NOTES: 50/70 40 80 QGSEO �/ HG * 35 1.ALL WORKTO BE PERFORMED DURING DAYTIME HOURS,UNLESS TRAFFIC VOLUMES OR 35/45 30 60 MUNICIPALITY DICTATE OTHERWISE. 25/30 20 40 2.ALL SIGNS ARE 48"X48"BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED.I T E A C O M 3.TRAFFIC SHALL NOT BESTOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES NOTES: _ r 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. 1. NO LANE CLOSURES 2:30PM TO 4:30PM FOR THIS PLAN.SEE ATTACHED CITY S.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. OF EVERETT PLAN 704 FOR SIGN AND CONE SPACING REQUIREMENTS. 6.WORKAREA TO INCLUDESTAGING AREA. 2. NO PARKING SIGNS SHALL BE IN PLACE 72 HOURS PRIOR TO CLOSURE WITH ADD FLAGGING SIGN TIME AND DATE CLEARLY LABELED(IF NEEDED) n IN SEQUENCE 3.THIS INTERSECTION HAS CHANGED,THERE ARE TWO TRAFFIC SIGNALS O a ®' UNDER THE CONTROL OF ONE SIGNAL CONTROLLER. TWO POLICE OFFICERS rr Z ® WILL BE REQUIRED,ONE FOR EACH INTERSECTION. LACING THE TRAFFIC D --q , SIGNAL/ INTO FLASHING OPERATION UNDER POLICE CONTROL IS NOT ALLOWED Z ;a TI— FROM 5:30AM TO 8:OOPM ON 75TH ST AT THE PUD DRIVEWAY.CONTACT STEVE O f7 SAWYER AT 425-328-0643 5 DAYS IN ADVANCE OF CHANGE IN OPERATION TO I— �I ARRANGE TO HAVE A TECHNICIAN TAKE THE SIGNAL OUT OF FLASHING OPERATION. MANY OF THE SIGNALS IN EVERETT WILL NOT COME OUT OF ��a = SEQUEINCE SIGNS FLASHING OPERATION FROM THE POLICE PANEL,CONFLICT MONITOR RESET IS OFTEN REQUIRED.UNIFORMED POLICE OFFICER REQUIRED TO CONTROL THE ® = PER 701 INTERSECTIONS IN THIS PLAN. \ ' - - -`-�- - - - - - -- - - - - - - - - - -- - - - - --- - - -- - RM �� IIIIIII' _ —�' — - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - � � 75LH St SW wzo-]R BUFFER DATA OaB LONGITUDINAL BUFFER SPACE=B RR MINIMUM TAPER LENGTH IN FEET SPEED(WIN) ss 1 50 1 35 1 aD Rs 5o ss Bo 1 Es m AHFAO LANE POSTED SPEED LIMIT(MPH) IEncTH(FEET) sss zoo zso E. BBD Ass ABs sTo Bfs ]BD WIDTH . 30 35 40 45 50 55 60 65 70 PROTECTIVE VEHICLE WITH TMA ROLLAHEAD DISTANCE TYNGIPROIFCTNF MIGLPROTfCTNf KHICIE IWDH TMaI STAl10IURY SIGN$PACING=X FEET 10 105 1150 :0-1270 450 500 550 - VEHIaETYPEWITHTnu LOADEDWEIGHT(US) OPEMTION(rEETI FREEWAYS&EXPRESSWAYS 50/70 MPH 15oo"/-IDRASPERM—jA YARD OUW T0.000 MINIMUM WDGHf 15.000 LBSRURALHIGHWAYS 60/65 MPH 800'H/- 11 115 295 495 550 605 660 - - SERVICE.—'FIATBED, (MAII—WEIGHTSHALLBE In 30 MIN. ETC ACCORDAHCEWITHMAN—TURFRRECOMMENDATION) RURALROADS 45 SS MPH 500'H/- 12 125 320 540 600 660 720 780 840 ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. RUAL ROADS&URBAN ARTERIALS 35/40 MPH 350'+/- RUALROADS&URBAN ARTERIALS 25/30 MPH 200'H/- 'APROTE—EVEHKLEISRECOMHENOED REGARDLESSIFATMADAVMIABLEAFHOT.- RESIDENnAL&BUSINESS DISTRICTS USED,THE PROTECTIVE KHICL-11 BESTMTEGIGLLY IODATED IN THE FIELDED SHIELD —I AND NO ROLL NIEADOISTANCE 15 SPECIFIED URBAN STREETS 25 MPH OR LESS 100'H/- ALL SIGNS ARE 48"It 48"BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED (1)ALL SIGN SPACING MAY BE ADIUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT GRADE INTERSECTIONS,AnD DRIVEWAYS (2)THE SPACING MAY BE REDUCED I N URBAN AREAS TO FIT ROADWAY CONDITIONS SHEET:4 OF 11 APPROVED AS NOTED By CHert at 9:53:32 AM, 1212612018