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Home My WebLink AboutP_Traffic_Control_20170908_v1SW 34TH ST R2-1 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCGROUP HEALTH COOP.2921 NACHES AVE SWJT#248361TCP17 19MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST SIGN SPACING = X (FEET) (4''9#;5 ':24'559#;5/2* Ä 14#52'4/76%1 474#.*+)*9#;5/2* Ä 474#.41#&5/2* Ä 474#.41#&5 74$#0#46'4+#.5/2* Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55 Ä /2* Ä ALL SIGNS ARE 36"x36" 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. Ä Ä Ä Ä Ä LANE WIDTH MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED LONGITUDINAL BUFFER SPACE = B LENGTH #..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5 9+..%10(14/6152'%+(+%#6+10556#6'&+06*' ('&'4#./#07#.1070+(14/'&64#((+%%10641. &'8+%'5 /76%& %+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51 #&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641. 9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS SW 34TH ST R2-1 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCGROUP HEALTH COOP.2921 NACHES AVE SWJT#248361TCP28 19MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST SIGN SPACING = X (FEET) (4''9#;5 ':24'559#;5/2* Ä 14#52'4/76%1 474#.*+)*9#;5/2* Ä 474#.41#&5/2* Ä 474#.41#&5 74$#0#46'4+#.5/2* Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55 Ä /2* Ä ALL SIGNS ARE 36"x36" 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. Ä Ä Ä Ä Ä LANE WIDTH MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED LONGITUDINAL BUFFER SPACE = B LENGTH #..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5 9+..%10(14/6152'%+(+%#6+10556#6'&+06*' ('&'4#./#07#.1070+(14/'&64#((+%%10641. &'8+%'5 /76%& %+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51 #&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641. 9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS OAKESDALE AVE SWSW 34TH ST R2-1 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCGROUP HEALTH COOP.2921 NACHES AVE SWJT#248361TCP39 19MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST SIGN SPACING = X (FEET) (4''9#;5 ':24'559#;5/2* Ä 14#52'4/76%1 474#.*+)*9#;5/2* Ä 474#.41#&5/2* Ä 474#.41#&5 74$#0#46'4+#.5/2* Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55 Ä /2* Ä ALL SIGNS ARE 36"x36" 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. Ä Ä Ä Ä Ä LANE WIDTH MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED LONGITUDINAL BUFFER SPACE = B LENGTH #..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5 9+..%10(14/6152'%+(+%#6+10556#6'&+06*' ('&'4#./#07#.1070+(14/'&64#((+%%10641. &'8+%'5 /76%& %+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51 #&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641. 9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS SW 27TH ST NACHES AVE SW11' R2-1 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCGROUP HEALTH COOP.2921 NACHES AVE SWJT#248361TCP410 19MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST SIGN SPACING = X (FEET) (4''9#;5 ':24'559#;5/2* Ä 14#52'4/76%1 474#.*+)*9#;5/2* Ä 474#.41#&5/2* Ä 474#.41#&5 74$#0#46'4+#.5/2* Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55 Ä /2* Ä ALL SIGNS ARE 36"x36" 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. Ä Ä Ä Ä Ä LANE WIDTH MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED LONGITUDINAL BUFFER SPACE = B LENGTH #..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5 9+..%10(14/6152'%+(+%#6+10556#6'&+06*' ('&'4#./#07#.1070+(14/'&64#((+%%10641. &'8+%'5 /76%& %+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51 #&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641. 9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS SW 27TH ST NACHES AVE SW12' 12' 12' R2-1 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCGROUP HEALTH COOP.2921 NACHES AVE SWJT#248361TCP511 19MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST SIGN SPACING = X (FEET) (4''9#;5 ':24'559#;5/2* Ä 14#52'4/76%1 474#.*+)*9#;5/2* Ä 474#.41#&5/2* Ä 474#.41#&5 74$#0#46'4+#.5/2* Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55 Ä /2* Ä ALL SIGNS ARE 36"x36" 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. Ä Ä Ä Ä Ä LANE WIDTH MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED LONGITUDINAL BUFFER SPACE = B LENGTH #..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5 9+..%10(14/6152'%+(+%#6+10556#6'&+06*' ('&'4#./#07#.1070+(14/'&64#((+%%10641. &'8+%'5 /76%& %+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51 #&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641. 9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS SW 2 7 TH S T R2-1 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCGROUP HEALTH COOP.2921 NACHES AVE SWJT#248361TCP613 19MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST SIGN SPACING = X (FEET) (4''9#;5 ':24'559#;5/2* Ä 14#52'4/76%1 474#.*+)*9#;5/2* Ä 474#.41#&5/2* Ä 474#.41#&5 74$#0#46'4+#.5/2* Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55 Ä /2* Ä ALL SIGNS ARE 36"x36" 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. Ä Ä Ä Ä Ä LANE WIDTH MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED LONGITUDINAL BUFFER SPACE = B LENGTH #..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5 9+..%10(14/6152'%+(+%#6+10556#6'&+06*' ('&'4#./#07#.1070+(14/'&64#((+%%10641. &'8+%'5 /76%& %+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51 #&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641. 9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS SW 27TH ST R2-1 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCGROUP HEALTH COOP.2921 NACHES AVE SWJT#248361TCP714 19MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST SIGN SPACING = X (FEET) (4''9#;5 ':24'559#;5/2* Ä 14#52'4/76%1 474#.*+)*9#;5/2* Ä 474#.41#&5/2* Ä 474#.41#&5 74$#0#46'4+#.5/2* Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55 Ä /2* Ä ALL SIGNS ARE 36"x36" 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. Ä Ä Ä Ä Ä LANE WIDTH MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED LONGITUDINAL BUFFER SPACE = B LENGTH #..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5 9+..%10(14/6152'%+(+%#6+10556#6'&+06*' ('&'4#./#07#.1070+(14/'&64#((+%%10641. &'8+%'5 /76%& %+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51 #&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641. 9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS OAKESDALE AVE SWR2-1 SW 27TH ST "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCGROUP HEALTH COOP.2921 NACHES AVE SWJT#248361TCP815 19MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST SIGN SPACING = X (FEET) (4''9#;5 ':24'559#;5/2* Ä 14#52'4/76%1 474#.*+)*9#;5/2* Ä 474#.41#&5/2* Ä 474#.41#&5 74$#0#46'4+#.5/2* Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55 Ä /2* Ä ALL SIGNS ARE 36"x36" 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. Ä Ä Ä Ä Ä LANE WIDTH MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED LONGITUDINAL BUFFER SPACE = B LENGTH #..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5 9+..%10(14/6152'%+(+%#6+10556#6'&+06*' ('&'4#./#07#.1070+(14/'&64#((+%%10641. &'8+%'5 /76%& %+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51 #&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641. 9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS OAKESDALE AVE SWR2-1 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCGROUP HEALTH COOP.2921 NACHES AVE SWJT#248361TCP916 19MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST SIGN SPACING = X (FEET) (4''9#;5 ':24'559#;5/2* Ä 14#52'4/76%1 474#.*+)*9#;5/2* Ä 474#.41#&5/2* Ä 474#.41#&5 74$#0#46'4+#.5/2* Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55 Ä /2* Ä ALL SIGNS ARE 36"x36" 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. Ä Ä Ä Ä Ä LANE WIDTH MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED LONGITUDINAL BUFFER SPACE = B LENGTH #..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5 9+..%10(14/6152'%+(+%#6+10556#6'&+06*' ('&'4#./#07#.1070+(14/'&64#((+%%10641. &'8+%'5 /76%& %+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51 #&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641. 9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS OAKESDALE AVE SWR2-1 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCGROUP HEALTH COOP.2921 NACHES AVE SWJT#248361TCP1017 19MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST SIGN SPACING = X (FEET) (4''9#;5 ':24'559#;5/2* Ä 14#52'4/76%1 474#.*+)*9#;5/2* Ä 474#.41#&5/2* Ä 474#.41#&5 74$#0#46'4+#.5/2* Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55 Ä /2* Ä ALL SIGNS ARE 36"x36" 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. Ä Ä Ä Ä Ä LANE WIDTH MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED LONGITUDINAL BUFFER SPACE = B LENGTH #..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5 9+..%10(14/6152'%+(+%#6+10556#6'&+06*' ('&'4#./#07#.1070+(14/'&64#((+%%10641. &'8+%'5 /76%& %+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51 #&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641. 9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS OAKESDALE AVE SWR2-1 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCGROUP HEALTH COOP.2921 NACHES AVE SWJT#248361TCP1118 19MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST SIGN SPACING = X (FEET) (4''9#;5 ':24'559#;5/2* Ä 14#52'4/76%1 474#.*+)*9#;5/2* Ä 474#.41#&5/2* Ä 474#.41#&5 74$#0#46'4+#.5/2* Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55 Ä /2* Ä ALL SIGNS ARE 36"x36" 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. Ä Ä Ä Ä Ä LANE WIDTH MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED LONGITUDINAL BUFFER SPACE = B LENGTH #..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5 9+..%10(14/6152'%+(+%#6+10556#6'&+06*' ('&'4#./#07#.1070+(14/'&64#((+%%10641. &'8+%'5 /76%& %+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51 #&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641. 9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS OAKESDALE AVE SWSW 34TH ST R2-1 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCGROUP HEALTH COOP.2921 NACHES AVE SWJT#248361TCP1219 19MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST SIGN SPACING = X (FEET) (4''9#;5 ':24'559#;5/2* Ä 14#52'4/76%1 474#.*+)*9#;5/2* Ä 474#.41#&5/2* Ä 474#.41#&5 74$#0#46'4+#.5/2* Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55 Ä /2* Ä ALL SIGNS ARE 36"x36" 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. Ä Ä Ä Ä Ä LANE WIDTH MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED LONGITUDINAL BUFFER SPACE = B LENGTH #..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5 9+..%10(14/6152'%+(+%#6+10556#6'&+06*' ('&'4#./#07#.1070+(14/'&64#((+%%10641. &'8+%'5 /76%& %+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51 #&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641. 9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS