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P_TCP_251240_171130_v1
SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SEPCIALIZED GUIDLINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST PHRWIG tl03 d03 T1F�Ep'f �PFF,C CONTROL SUPERVISOR GER CANNON CONSTRUCTION INC. P 913120 BRIAN FREEMAN 100Q1 �X ROW ROW ROW ROVV SIDEWALK dO3 ao3 do3 SIDEWALK d03 d03 d03 --------------------0 a -e 0 -a -0-a a_ -o__0 -0—©--4-o o—o a s -0—a a -o-0-----0_0 SW 39th St - - EOP EOP EOP n - ROW SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500'+/-IORASPERu.O.w1 RURAL HIGHWAYS 60/65 MPH 800'+/ - RURAL ROADS 45/55 MPH 50Y +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'+/ - RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'+/- RESIDENTAL &BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 rLA1111 105 150 205 270 450 500 550 - - - 115 160 225 295 125 180 245 320 495 550605660 540 600 660 720 780 840 LONGITUDINAL BUFFER SPACE = B SPEED 25 30 35 40 4550 55 60 65 70 LENGTH 155 200 250 305 360 425 495 570 780 840 701 Nr_o-Ta wda vrzoa wn-v: BE aE�wx_ � TNItt U PREP,NEB 'TUT i0 STUP �o AHEAD e% EOP E� EOP n�e' f• � 1"� e� t` ONE---- -- do3 SIDEWALK M " - W d03 O O O'} d03 SW 39th St do3 EOP EOP EOP __.. _.— SIDEWALK SIDEWALK m3 �� EOP _ y ROW l EOP ***Note*** -Will coordinate with business that will be effected by construction -Will have TCS on site to escort pedestrian though work zone. �E ~ • d03 d03 d03 ECI PA iR K.I I'I', i 501 1 1 1 1 Renton West 251240 701 SW 39th St Renton WA 98057 DATE REVISION BY QC 11/21/2017 V.K I SV COMCAST TCP CANNON CONSTRUCTION INC. 5OF5 SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SEPCIALIZED GUIDLINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST d03 ROW— SW 39th St �- EDP EDP W 1-7 \4-2R / W204 W3.q UTILITY !-� �oNE LANE BE WORK I ROAD PREPARED AHEAD I AHEAD TO STOP SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50170 MPH 1500'+/-(DEAS PER P. -I RURAL HIGHWAYS 60/65 MPH 800'+/ - RURAL ROADS 45/55 MPH 50V+/ - RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'+/ - RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'+/- RESIDENTAL &BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 109+/ - ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TOACCOMMODATE INTERCHANGE RAMPS, ATGRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. MINIMUM TAPER LENGTH IN FEET = L LANE POSTED SPEED LIMIT (MPH) WIDTH 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 160 225 295 495 550 605 660 - - 12 125 180 245 320 540 600 660 720 780 840 LONGITUDINAL BUFFER SPACE = B SPEED 25 30 35 40 45 50 55 60 65 70 LENGTH 155 200 250 305 360 425 495 570 780 840 W20 -7a d03 d03 w3 -a W20-4n�W21-7 BE PREPARED auE LANE ROAD TO STOP AHEAD d03 dO3 ROW ROW ROW SIDEWALK d03 d03 d03 d03 0 LE O [P SIDEWALK CLOSED 9'9 ROW EOP ROVi n ROW T .. \/ �I`/ '. PFF1c CONTROL SUP ERVISOr; CANNON CONSTRUCTION INC. BRIAN FR Ex :, X01 EXp 9i3012�19 MAN' #pyo 701 ***Note*** -Will coordinate with business that will be effected by construction. -Will have TCS on site to escort pedestrian though work zone. v SW 39th St PARKING w3 -a W20-4n�W21-7 BE PREPARED auE LANE ROAD TO STOP AHEAD dO3 -- — —,-----------------. EOP ESIDEWALK DAPI/ Ii!IC EOF N EOP �T Renton West 251240'; 701 SW 39th St Renton WA 98057 DATE REVISION BY QC 11/21/2017 V.K I SV , LA ' CANNON CONSTRUCTION INC. O M CAST TCP 1 501`5 _1 ti d03 dO3 EOF N EOP �T Renton West 251240'; 701 SW 39th St Renton WA 98057 DATE REVISION BY QC 11/21/2017 V.K I SV , LA ' CANNON CONSTRUCTION INC. O M CAST TCP 1 501`5