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HomeMy WebLinkAboutP_TCP_243982_Aerial_Route_170609_v1V SIGN SPACING = X (FEET) MINIMUM TAPER LENGTH IN FEET = L SITE SPECIFIC TRAFFIC CONTROL***Note*** - This will be a moving TCP setup FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +1- sPER wrco LANE POSTED SPEED LIMIT (MPH) °'" 25 30 35 40 45 50 55 60 65 70 RURAL HIGHWAYS 60!65 MPH 800'+/- -Will have 2 flaggers to assist with RURAL ROADS 45/55 MPH 500'+/- 10 105 150 205 270 450 500550 - - THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN m driveway crossings and pedestrains RURAL ROADS& URBAN ARTERIALS 35/40 MPH 350'+/- 11 115160225295495550605660 - I - THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED °v - --- RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'+/- 12 125 180 245 320 540 600 660 720 780 840 BY THE PUBLIC AUTHORITY HAVING JURISDICTION RESIDENTAL &BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'+..,- LONGITUDINAL BUFFER SPACE = B ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES I (D ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS. AT GRADE SPEED 25 30. 35 40 45 50 55 60 65 70 WILL CONFORM TO SPECIFICATIONS STATED IN THE INTERSECTIONS AND DRIVEWAYS. FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. DEVICES (M.U.T.C.D) � LENGTH 155 200 250 305 360 425 495 570 780 840 CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTEU8 EPCIALIZED GUIDLINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF W20 5C THE ON-SITE TRAFFIC CONTROL PERSONALTO SEE IF AND EOP-j ANY SPECIAL CONDITIONS EXIST O W20.7A EN*E°Ru w22- Eo UTI— .01 HEOEDP AOP EOP EOP ROW 1W —W d03 d03 I RDW -- ROW - SIDEWALK V ROW RO 3i EWALK _ ._— — --- —_ EOP EOP ROW SIDEWALK EDP —__--^ EOP EOP EOP RO EOP EOP 7:.jMVEWAy SW 6th St EDP T t T T T • • _ _ _ _ _ — — — — — • • • • • _ _ — • No - ..--' DRIVEWAY _. -.— • • WORK AREA • • - • S / SIDEWALK —1- f— --- oWI 1 . u MONS .�"._,...� / SIDEWALK - ...,,,. .p. 603 II _ II d03 d03 m Ilf R4 -7B x X x X L EOP EOP B/W EO EOP EOP 'O 9 ,dodD -3EAo O W21-1 11En0 W4 -2(L) W20 -5B W20 -7A O MDQ d03 EOP EDP EOP EOP L7 0 ( f DTRPFv:IG CONTROL SuPERVis R0. C�R EOP— CANNON CONSTRUCTION INC. Amazon 1243982 BRIAN FREE AXP gj301Z01g D IN 1101 SW 16th St. 01p001 � � w MAN i I Renton WA. DATE REVISION BY QC 5-31 SG PG 1 CANNON CONSTRUCTION INC. C O M C A S T TCP 4 OF 5 SITE SPECIFIC TRAFFIC CONTROL PLAN d03 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN E°Q THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION 800 ALL CONTROL SET-UP, SIGN SPACINGAND PROCEDURES w2 - WILL CONFORM TO SPECIFICATIONS STATED IN THE O FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL wxo DEVICES (M.U.T.CD) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO \ ADOPTED THEIR JURISDICIZEDTION. ION. I IS FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONALTO SEE IFAND ANY SPECIAL CONDITIONS EXIST I I env —Row ROW - ROW nen— aO ORME'NAY EOP EOP EOP EOP EOP . — - ---• •• 7 �'• 77'1 'l �1> SOEWALR '— / 610EWAUf ....• .._— ..._ —__ - — --_ moa ,Woa moa so`e Awa moa x MO 248' I x EOP OP EOP EO EOP �< I 0 W21-1 -2(( 11 EOP Fp EOP�TOP EOP o ***Note*** - This will be a moving TCP setup -Will have 2 flaggers to assist with driveway crossings and pedestrains eAv SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500'+/yGRISPE—CO RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500'+/ - RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'+/ - RURAL ROADS & URBAN ARTERIALS RESID =NTAL &BUSINESS DISTRICTS 25130 MPH 200'+1- 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. POSTED SPEED LIMIT (MPH) I I 1111511 bUI, 2011-1.I:151 -111 OU01 1I 1 12 112511801245132015401600166017201780 840 1 LONGITUDINAL BUFFER SPACE = B SPEED 25 130 135 140 145 150 1 55 60 65 1 701 LENGTHI 15512001250130513601425 14951570 1780 1840 SW 16th St o- — • • �� : •:: •—•:-- --——————————————————————————————————— ————————— • • • • • • • • • • • WORKAREA ROW nvn— ROW ROW R d03 d03 9AV d03 1 i GER-CjF%S1D 'PF NT R�� SUPERV/SpR e CANNON CON RUCTION INC. BRI ANFIR EEN p10041 AXP' 91301201 o 1602 M i Amazon 1243982 N 01 101 SW 16th St. 4 Renton,VEVA DATE REVISION BY QC 1 20 2A 5-31 SG PG �w u — 8 CANNONI-ONSTRUCTIONINC. COMCAST TCP 5 OF 5