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

TRANSIT CONTACTSKIPALGARD WITH EVERETT TRANSIT(425-257- CHANNEUZING DEVICE SPACING(FEET) TRAFFIC CONTROL PLAN 7765,salgard@everenwa.gov)AND DANA OSBORN WITH -14 a STe C COMMUNITYTRANSIT(42S-348-7191, MPH TAPER TANGENT a Public Road SHORTTERM STATIONARY WORKZONE Ulm, .w. dana.osborn@commtrans.orgj AT LEAST 2 WEEKS PRIOR TO 35 ZO' 35' 35 Speed Limit FOR UNDERGROUND REFERNCE PLAN SET CLOSURE. GENERAL NOT Assumed 25 20, 25' SIGN SPACING=X FE verizonN/ 1.ALL WORKTO BE PERFORMED DURING DAYTIME HOURS,UNLESS TRAFFIC VOLUMES OR UMN FREEWAYS&IXPRESSWAYS Private Road aA n mw) 50/70 MPH 1500'+/-IO MUNICIPALITY DICTATE OTHERWISE 25 Speed limit RUPALHIGHwAYS 60/65 MPH 80a+/- FORESITE 2.ALL SIGNS ARE 48"X48"BLACK ON FLUORESCE NT 0RANG E U NLES S OTHERWISE N OTED. RURALROADS 45/55 MPH SOO.1- 3.TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN IO MINUTES. PUBUCROAD 35/40 MPH 350'./- 4.IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. RUAL ROADS&URBAN ARTEMALS2s/30MPH 1Dv+ T S.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. RESIDENTIAL&BUSINESS DISTRICTS 6.WORK AREA TO INCLUDE STAGING AREA. PRIVATE ROAD/DNVEWAY 25 MPH OR LESS 100'./- ALL SIGNS ARE48"x 48"BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED NOTES: (SIALLSIGNSPAUNG MAY BEADIUSTEDTO ACC W.MTE NTER HANGERAMM.AT GRADE BfrrRYCTA]NS,AND OAIVINVAYS T E R C 0 M 1. SEE ATTACHED PLAN 701 FOR CONE AND SIGN (2)TK PAUNGMAYBERMUCEDINURMNAAEASTOFRAOADWAYCONDM.NS SPACING,AS WELL AS OTHER DETAILS. 2.TIME RESTRICTIONS FOR THIS TRAFFIC CONTROL PLAN:NO LANE CLOSURES 2:30PM TO n 5:30PM. 'o Z 3.IT DOES NOT APPEAR TRANSIT STOPS ARE 19z9 —I �D'I DIRECTLY IMPACTED BY THIS TRAFFIC CONTROL 2001St 192S 1917 1907 Z = -n SW 3001st lae St 100D St PLAN. IF TRANSIT STOPS ARE IMPACTED, aDaD Sw Sw Sw �r n EVERETT TRANSIT AND COMMUNITY TRANSITWD, REQUIRE THREE DAYS NOTIFICATION IN w3D, ADVANCE OF TEMPORARY STOP CLOSURE TO RELOCATE OR CLOSE STOPS AND NOTIFY DRIVERS AND PATRONS. PROPONENT IS RESPONSIBLE FOR NOTIFICATION. a ®-- - - - - - -- - --- — —— — — — — — — — —— - - I AA I w- loe W.4D, 30 I I 4 BUFFER DATA St SW I LONGITUDINAL BUFFER SPACE=B svEFOIMrNI u ]D 3'. 1 aB 1 )s 1 10 5: W GS )D W3M1)a U315TN e[[D) SS 3RR — WS ]60 435 4s5 S)D [as T)B PROTECTIVE VEHICLE WITHTMA ROLL AHEAD DISTANCE I N I rrwDumm4[nvn TYnwmmcaw[w114I[PvRHTM.sI �wnoxAnr I vENItlR TYRRWITHTMx ,DwDEDwUD1rt(Ms1 aR3]uTmNlr3a1 W3D1 4YAID DUMTRUC[, MAiIMINA WEIGHS i3,W3lBS I MINIMUM TAPER LENGTH IN FEET I ,� S[AWCITRUD FMTBFq [LRI AN DµQWRNMA1�iaRU4A 30 MIN. urtAD xc4Man:Nanoxl LANE POSTED SPEED OMIT(MPH) ROLLAHEAD STOPPING DISTANCE ASSUM ES DRY PAVEMENT.WIDTH 30 35 40 45 59 55 6D 65 7030 35 40 45 50 55 6D 65 70 I I •Arlar[orvevtwatn umwAFrmrDuwmuss�F ATMA DwvaweLc a NDTMAB USm,tNF PROTE[IN[MIIQ[s1wLLR[]11wTCPGLLY IOGRDINTNt R[LDTD IHIDD 1D 105 ]50 205 27D 450 500 550 - - wORaF. NDADuanugoDT•w¢Hs omw n 115 165 225 295 495 S50 605 660 - I N It 11 125 280 245 320 1 540 1 600 660 720 780 84D I $ SHEET:2 OF 8 APPROVED AS NOTED ' By CHert at 2:14:54 PM,511412019