Loading...
HomeMy WebLinkAboutP_TCP_246823_170818_v1- _ T - i SITE SPECIFIC TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED W21-1 PA UTILITY WORK AHEAD I g / GAND PROCEDURES SIGN UNIFORMED WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAALL L ?� FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL MANUAL p DEVICES (M.U.T.C.D) 0 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 PERSONALTO SEE IFAND ANY SPECIAL CONDITIONS EXIST BY THE PUBLIC AUTHORITY HAVING JURISDICTION Of I 330 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50RO MPH 1500'+/-I0e A1PE1u 1 RURAL HIGHWAYS 60/65 MPH 800'+/ - 1 I 0 RURAL ROADS 45/55 MPH 500'+/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'+/- j �/ ,_.,-._,,. _.,__.__.-_..,, .., ,,.... RURAL ROADS URBAN ARTERIALS '" -" _-- 25/30 MPH 200' +/- RESIDENTAL & BUSINESS DISTRICTS Ilj 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 DRIVEWAYS. PARKING INTERSECTIONS AND (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS, MINIMUM TAPER LENGTH IN FEET = L i ' I I PARKING W21-1 LANE POSTED SPEED LIMIT (MPH) WIDTH 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - Of � I UTILITY WORK AHEAD 11 115 160 225 295 495 550 605 660 - 12 125 180 245 320 540 600 660 720 780 840 LONGITUDINAL BUFFER SPACE = B o I 25 30 35 40 45 50 55 60 65 70 /SPEED LENGTH 155 200 250 305 360 425 495 570 780 840 X6'1„ i 1 - - - - - �FtT1�1�o'fFtP�%e 001VTRO� 6ERVI C SOR o UTILITY WORK AHEAD I CANNON CONSTRUCTION INC. Jv `Sf„1,t_11f 1 x�13QI2�19 0 o � GRAVEL w I �13 I i 52 UTILITY RK HOAR WIAA 1246823 W21-1 N 435 Main Ave S D.***Note*** w -Will coordinate with business that will be effected by construction - GRAVEL Renton WA 98057 DATE REVISION I BY QC 8/17/2017 1 1 V.K SV -There will be two flaggers on site LU Q00101. VVILII LJGUGJ LI 1011 LI CII III, construction in ROW COMCACANNON CONSTRUCTION INC. ST TCP 8 OF 9 O r. 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 43Z 438 ROW 0 O w 0 w EOP �5hSt d03 I A d0171 d03 - UTILITY WORK AHEAD BE PREPARED TO STOP W20-76 W20 -7A ***Note*** -Will coordinate with bus will be effected by co 4 -There will be two flaggE to assist with pedest constructio 0 w 0 w �O] f3�7: PARKING W 1-1 Z% 4 3 Y/ k WORK AHEAD W20- BE PREPARED TO STOP w2aF7 O V WORK AREA O Q ,, WORK O O O O AREA I f- - - � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EOP EOP D SIDEWALK -ROW ROW - UTILITY WORK AHEAD W20 -7A BE PREPARED TO STOP W21-1 W 20 - 913 919 D I� 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 SIGN SPACING = X FEET LENGTH IN FEET = L FREEWAYS &EXPRESSWAYS 50/70 MPH 1500'+/ -(OR AS PER KFUTCO RURAL HIGHWAYS 60/65 MPH 00'+/- 800'+/- 150 45/55 MPH 45/55 500'+/- 00'+/- & & URBAN ARTERIALS 35/40 MPH 350'+/ - RURAL ROADS & URBAN ARTERIALS BUSINESS DISTRICTS 25/30 MPH 200'+/ - URBAN STREETS 25 MPH OR LESS 100'+/- 00'+/ - 225 215 415 48 x48" 48"x48" BLACK ON ORANGE UNLESS OTHERWISE - 12 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 uwe wlDn 25 30 POSTED SPEED LIMIT (MPH) 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 160 225 215 415 550E 660 - - 12 125 180 245 320 540 600 720 780 840 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 S(/pERV/Sol NSTRI�CmrlON INC. — // UTILITY ((\\ WORK AHEAD W20-76 BE PREPARED TO STOP W21-1 WIAA 126823 435 Main Ave S Renton WA 98057 DATE REVISION BY QC 8/17/2017 V.K SV 1 IPA, COMCAST TCP CANNON CONSTRUCTION INC. 9 OF 9