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

TRANSIT CONTACTS KIP ALGARD WITH EVERETT TRANSIT(425-257- I TRAFFIC CONTROL PLAN MM 7765,salgard@everettwa.gov)AND DANA OSBORN WITH -:-M a sTe C COMM UNITY TRANSIT(425-348-7191, I SHORT TERM STATIONARY WORK ZONE UIIRLY S.,.I.., dana.osborn@commtrans.org)AT LEAST 2 WEEKS PRIOR TO I FOR UNDERGROUND REFERNCE PLAN SET CLOSURE. I verizoW GENERAL NOTES: 1.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS,UNLESS TRAFFIC VOLUMES OR I SIGN SPACING=X FEET MUNICIPALITY DICTATE OTHERWISE. I FREEwgvS&ExPREsswgvs so/7D MPH 1$DD'4/-LOR AS PER MUtCOI FORESITE 2.ALL SIGNS ARE 48"X48"BLACK ON FLUORESCENT ORANGEUNLESS OTHERWISE NOTED. Public Road RURALHIGHWAYS 60/65 MPH BDo.+/- 3.TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES. I CHANNEUZING DEVICE SPACING(FEET) uMn 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. 35 Speed Limit RURALROADS 45/55 MPH SOO../- T S.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. I MPH TAPER TANGENT PUBLIC ROAD 35/40 MPH 350'+/- FILIAL ROADS&URBAN ARTERIALS 6. WORK AREA TO INCLUDE STAGING AREA. 35 20' 35' Assumed RESIDENTIAL&BUSINESS DISTRICTS 25/30 MPH 200'+/- NOTES: I 25 20' 25' Private Road PRIVATE ROAD/DRIVEWAY 25 MPH ORLESS 100'+/- T E R C 0 M 25 ALLSIGNSARE 48"x48"BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED 1. SEE ATTACHED PLAN 701 FOR CONE AND SIGN SPACING, I Speed Limit III ALL SIGN SPACING"Al BE ADJUSTED TO ACCOMMO DATE INTERCHANGE RAMPS,AT GRADE AS WELL AS OTHER DETAILS. INTERSECTIONS,AND DRIVEWAYS (2I THE SPACING MAYBE REDUCED IN URBAN AREASTO FIT ROADWAY CONDITIONS 2.TIME RESTRICTIONS FOR THIS TRAFFIC CONTROL PLAN: NO LANE CLOSURES 2:30PM TO 5:30PM. I t) —� 3. IT DOES NOT APPEAR TRANSIT STOPS ARE DIRECTLY I °O Z IMPACTED BY THIS TRAFFIC CONTROL PLAN. IF TRANSIT I I T STOPS ARE IMPACTED, EVERETT TRANSIT AND COMMUNITY I n Z O Cj TRANSIT REQUIRE THREE DAYS NOTIFICATION IN ADVANCE W 7R ROAD W2o2 r OF TEMPORARY STOP CLOSURE TO RELOCATE OR CLOSE I WOR AHEAD T STOPS AND NOTIFY DRIVERS AND PATRONS. PROPONENT I GY.:00• IS RESPONSIBLE FOR NOTIFICATION,. 100"St S W a — _ — — _ _ — _ -- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 4swI IAIDIIIM 2ao•2001508100R'S[SW 13504300"StSW 143010D'"S[SW 3426300'"StSW 1416100°i StSW 1412300°'StSW BUFFER DATA A LONGITUDINAL BUFFER SPACE=B 'V SPEEDIMPN) 2S - 35 AO RS - - - BS - MINIMUM TAPER LENGTH IN FEET LENGTH IFEETI Lss — —1.1 1—I Ass I ass STD I us 1 7. LANE POSTED SPEED LIMIT(MPH) PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE WIDTH 25 30 35 40 45 50 55 60 65 70 TYHGIPROTFRNF TYNGLPROTERNE VFHxIF IWR'H TMAI STATIONARY VEHIUETYPENRTH— IOADEDWEK:HTWSI WEMTION IFEETI 10 105 150 205 270 450 500 550 - - - YARGDUNV TRUO:, MINIMUM WEIGMT]S,BW IBS, SFRN[ETRUCK,iUTBEO. OORDANI EWH .U,. IN 30 MIN. 11 115 ;�� 295 _ ACCORDRNCE NHAUNUFAcruRG 495 550 605 660ROLLAH EAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. 12 125 320 540 600 660 720 780 840 •APROTECTIVEVEHIO.EIS RECOMMENDED REGARDIESSIF ATAVI ISAWIIABLE.IF NDWAIS USED,THE FROTERNE VEHIO.ESXALL BESTRATFG-UN LOCATED IN THE RELDTO SHIELD WORxERS AND NO ROLL MEADDISTANCE KSPEONED SHEET:6 OF 8