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APPROVED RESUB 4 - BLD2022-0527-Traffic Control Plan-2.07.24LEGEND: SIGNALIZED INTERSECTION SAFETY BARREL WITH LEVEL 3 LIGHT TMA WORK ZONE LIMITS MEP I:e eve ve��:vd�'.e�'s ,',ieOiec. WARNING SIGN WORK TRUCK ARROW BOARD (WHERE REQUIRED) DIRECTION OF TRAFFIC (NOT PAVEMENT MARKINGS) FLAGGER (AS NEEDED) WORK DETAILS- (j) C❑NSTRUCTION OF NEW DEVELOPMENT 2O DURATI❑N OF C❑NSTRUCTI❑N EXPECTED TO BE APPR❑X, 30 DAYS, GENERAL NOTES.- (DFLAGGER(S) TO BE USED FOR PEDESTRIAN TRAFFIC, �2 HAUL TRUCKS TO UTILIZE SR-104 TO ACCESS I-5, laov/ BUFFER AREA LONGITUDINAL BUFFER SPACE = B POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 64 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DEVICE = R HOST VEHICLE WEIGHT (Ibs) 9,900 TO 22,000 HOST VEHICLE WEIGHT (Ibs) > 22,000 < 45 MPH 45 - 55 MPH > 55 MPH < 45 MPH 45 - 55 MPH > 55 MPH 100' 123' 172' 74' 100' 150' ANY WORK AFFECTING TRANSIT OPERATIONS OR FACILITIES CONTACT COMMUNITY TRANSIT SERVICES. COMMUNITY TRANSIT CONTACT: MATTHEW MULLER : 206 — 765 — 6048 PROVIDE ONE WEEK NOTIFICATION FOR BUS STOP IMPACTS PRIOR TO START OF WORK 100 Sg �4 "\ Cp W20-1 0 0 228TH STREET SW (25 MPH) _ 111111� �W20-1 111111 100' j—w20-5R/- 0 �QP B U S : 416 W4-2LJ 11111111111 tiOJF�� STOP : 1853 I WOO gvS ZSOP / � Now t� W20-1 th St SW 224th St SW Stella & Floyd's Q 224th St SW 21 Professional Pet Care... 3 0 Open S n Grace and Q Edmonds Favor Ministries Presbyterian Church Best Towing Services Edmonds 15th St SW 4emorial© s Cisco Electric Q emetery D SI TE W a vill Q £22etn st sw22ondswg PCCCo 7sKw �� ay9West ateCha OFC®Marketsnds adiarQ Edmockj monds \n Kleensh Authentic aiian Poke-. Bucatiniq Sequoyy�Condominiu \ Tropical Tan of Edmonds ✓ Trike Stop - Child ys� ire and Pr 23tste� April Yentas o Photography American Martyrs 232nd St SW > 232nd St SW Q Woo' Veterinary Clini Catholic Church© PRC - VICINITY MAP N.T.S W20-1 ryNF C2�ts" �0. BLD2022-0527 \ \ W20-1 / PRIVATE DRIVEWAY \ \ (25 MPH) \\ I W4-21L G S \ \ \ \ W20-5f Pedestrian Flaggers: when flaggers aren't able to get pedestrian across the construction zone, a pedestrian detour should be in place (leading pedestrians to \ \\ \ south side of SR_104 at signalized intersections on both ends / 95th and 100th). \ \\ \ Due to high ADT along this stretch, the one lane closure should be allowed only \\ from 9 m t 2: 0 m. \%\ o a o 3 p �, \ If any traffic control is to remain in place overnight, a revised plan shall be submitted to the city for approval prior to closure. Submit plan to bertrand.hauss@edmondswa.gov. CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 40 80 35/45 30 1 60 25/_30 20 40 MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE POSTED SPEED (MPH) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 600 650 700 11 115 165 225 295 495 550 605 660 715 770 12 125 180 245 320 540 600 660 720 780 840 SIGN LEGEND: W20-1 W20-5R W4-2 L SIGN SPACING =X(1) FREEWAY & EXPRESSWAYS 55 / 70 MPH 1500' ± RURAL HIGHWAYS 60 / 65 MPH 800' ± RURAL ROADS 45 / 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200' ± (2) URBAN STREETS 25 MPH OR LESS 1 00'± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACE MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.