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HomeMy WebLinkAbout2026_PSE_PWD4216_ROW_TCP TEMPORARY TRAFFIC CONTROL PLAN V3H New OVON 131 12112112112 Al amolo WIEL, C-6M W20-1 ----- 168THSTNE d�N F PRIVATE DR --------------------------- USE MAXIMUM AVAILABLE SPACE FOR SIGNS iI f C-13M tt J W20-1 it RESIDENT(S)WILL BE INFORMED OF 0.2 TEMPORARY DRIVEWAY CLOSURE :e -------X'>- ate 881"d i 7;;7 ---------------------------- LtZj I = a j 166TH PL NE 166T�PL_�E I I RIEWnING Prr . fi ttf RECEMNG PIT THE CREW SHALL CEASE LEGEND WORK AND ESCORT PEDESTRIANS AROUND/THRU WORK AREA F111A WORK PIT t 28"TRAFFIC CONE TRAFFIC FLOW WORKVEHICLE/ T FLASHING LIGHTS SIGN LOCATION RIGHT OF WAY ROW WORK AREA CHEVRON Notes: I I ARROW BOARD 1. All signs and spacing to conform to the UNIFORMED POLICE OFFICER MUTCD and City of Arlington standards. 2. All sidewalks, driveways, exits and egresses FLAGGER shall be completely clear unless otherwise indicated, i SIGN SPACING CHANNELIZATION if indicated use ADA compliant channelization. -7 MPH "XII DEVICE SPACING 3. Channelizing devices are 28"traffic cones. I I = 60/65 1000, MPH TAPER TANGENT Use traffic drums(barrels)with steady burning 45/55 500' LU 55/70 40 80 Type C lights on all State State Routes and Hwys. 35/40 350" 4. Sign size can be a minimum of 36"x 36"and 35/45 30 60 17 30 200' - IV L t25/30 20 :4!6:::J I E61-ANE 100, shall not obstruct pedestrian access. CLOSED • \7 Up 5. Crew is required to leave a minimum of 10'for #411Y4 ROAD MINIMUM TAPER LENGTH=L(FT.) WORK traveling lane width. 1312 12 12:121 6. Alert affected residents and businesses. LANE POSTED SPEED (MPH) 7.Work to take place during approved work hours as WIDTH 20 25 30 35 40 45 50 55 60 65 70 per jurisdictional requirements. (Generally between 9 10 70 11051 150 1205 1270 14751500 1550 1 - I - - a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 11 75 1115 165 1225 1295 14951550 1605 1660 12 80 125 180 245 320 660 720 780 840 p.m. on arterials. If night time work is approved, 1 1 1 1 15401600 1 1 1 Puget Sound Energy signaling and flaggers shall conform to WAC Designer: Traffic Control Supervisor REV 296-155-305. Night time work to take place between PUGET Jarra 1.Collins SOUND Kali-Jannal Collins Card No.013375 12/23/2025 0 Card Exp.1012026 Keli,Jamal.Collins@pse.com Job# and ENERGY 425-424-7491 (425)424-6425 8.All Flagger and Downstream tapers shall be 50'-100'. Kali-Jamal.Collins@pse.com 503484914 9. Work area will be 15'WCL of Smokey Point Blvd& 100'& Project Address: 305'SCL of 166th PI NE 16517 & 16523 Smokey Point Blvd, WA Page 1 OF 2 TEMPORARY TRAFFIC CONTROL PLAN C�laV3H i CI, MOM OV08 13:12 12 12:12 1 atl3Htl Ibl�? �1 a3SOla W 3NVIN31N3Q AI ICI I C, w m x I I IOC I II ' I I I - ' I - I aL-ta LH�Ia I .f E-6M w W20-1 d331 11 00w I , x �J� oof of ------ -- I _ KEEP ' ;•I - b RfTr : ---------------- ----- ----- - I 166TH PL NE I - � 1'•. I t CREW SHALL POTHOLE t : FOR WATER MAIN DEPTH j t PRIOR TO PROJECT START I I I I I � r - I I I I I t I CREW SHALL POTHOLE I _ i FOR WATER MAIN DEPTH i PRIOR TO PROJECT START i I I + RESIDENT(S)WILL BE INFORMED OF t = I TEMPORARY DRIVEWAY CLOSURE I - KEEP - 1 I • T LEFT �I R4-8B I i I _ I USE MAXIMUM AVAILABLE SPACE FOR SIGNS I t .N7 i I � � LEGEND f i ® WORK PIT I 1 28"TRAFFIC CONE f } => TRAFFIC FLOW 1 + j } WORK VEHICLE/ j I FLASHING LIGHTS I f ; I ' � SIGN LOCATION I t I t RIGHT OF WAY } f ROW - WORK AREA t ; CHEVRON ARROW BOARD Notes: 1.All signs and spacing to conform to the UNIFORMED g p g � KEEP •I n POLICE OFFICER MUTCD and City of Arlington standards. 2.All sidewalks, driveways, exits and egresses RIGHT FLAGGER R4- BB I shall be completely clear unless otherwise indicated, SIGN SPACING CHANNELIZATION if indicated use ADA compliant channelization. MPH "x" DEVICE SPACING 3. Channelizing devices are 28"traffic cones. T ! 60/65 loon' MPH TAPER TANGENT Use traffic drums(barrels)with steady burning j I I 45/55 500' 55/70 40 80 Type C lights on all State State Routes and Hwys. - I I 35/40 350' 35/45 30 60 4. Sign size can be a minimum of 36"x 36"and I - I I : 30 200' shall not obstruct pedestrian access. I I 25 100' 25/30 20 40 5. Crew is required to leave a minimum of 10'for I I = X I MINIMUM TAPER LENGTH=L (FT.) traveling lane width. : 6.Alert affected residents and businesses. = Ibl CENTER LANE M LANE POSTED SPEED (MPH) 7.Work to take place during approved work hours as b b Ibl Q=Q V AHoEAD WIDTH 20 25 30 35 40 45 50 55 60 65 70 i ROAD g 10 70 1105 1150 205 1270 1475 500 1550 1 - - I - per jurisdictional requirements. (Generally between 9 13 12112112:12 WORK o 11 75 115 165 225 295 495 550 605 660 - - a.m. and 4 p.m. on non-arterials and from 9 a.m.to 3 READ p.m. on arterials. If night time work is approved, 12 80 125 180 245 320 540 600 660 720 780 840 signaling and flaggers shall conform to WAC P^9e1 Control lSuper REV PUGET Designer: T7zffi«°ollins p° _°_ 296-155-305. Night time work to take place between c3dNo 013375 12/23/2025 0 SOUND Kali-Jamal Collins Car'Exp 10/2026 Koli-Jaand ) ENERGY 425-424-7491 (4254 4-6425'^s@Pse°° Job# (425W24-fi425 8.All Flagger and Downstream tapers shall be 50'-100'. Kali-Jamal.Collins@pse.com 503484914 9.Work area will be 22'ECL of Smokey Point Blvd&100'& Project Address: 305'SCL of 166th PI NE 116517& 16523 Smokey Point Blvd, WA Page 2 0F 2