panelsizes:min.:30x30,std.:36x36,exp.:36x36,fwy.:48x48 levels:gscolorfill GSBWFILL GSOUTLINE chevronshoulderradius: constructpanels: pan

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28 panelsizes:min.:30x30,std.:36x36,exp.:36x36,fwy.:48x48 levels:gscolorfill GSBWFILL GSOUTLINE chevronshoulderradius: constructpanels: panelborderradius: chevrontipradius: panelstyle:warning.ssi constructpanelmode:0 panelroundcorners:0 panelsizes:min.:30x30,std.:36x36,exp.:36x36,fwy.:48x48 levels:gscolorfill GSBWFILL GSOUTLINE chevronshoulderradius: constructpanels: panelborderradius: chevrontipradius: panelstyle:warning.ssi constructpanelmode:0 panelroundcorners:0 OKLAHOMA TURNPIKE AUTHORITY SECTION ENGINEER SECTION CONTRACT NUMBER SHEET NO. TOTAL SHEETS C-MC PROJECT LIMITS VARIABLE VARIABLE MOVING OPERATION SIGNS PROJECT SIGNS PROJECT SIGNS (2) R2-1F (75) (2) G20-2A WORK AREA SHOULD BE LIMITIED TO 5 MILES OR AS DIRECTED BY THE ENGINEER. ALL MOVING OPERATION SIGNS SHALL BE RELOCATED WHEN LANE CLOSURE IS MOVED OR AS DIRECTED BY THE ENGINEER. CS-14F R2-1F (55) (2) CS-13F (2) CS-14F (2) R2-1F (55) (2) W4-2(L) (2) W20-5(L) (1/2 MILE) (2) R4-1F (2) R2-1F (65) (2) W20-1 (1 MILE) (2) W3-5 (65) PORTABLE MESSAGE BOARD (2) W20-1 (AHEAD) MILE PORTABLE MESSAGE BOARD G20-1A(15) WING BARRICADES (2) CS-16E (2) CS-17E (2) CS-18E 900' 100' 50' 5 MILES 560' BUFFER 900' TAPER 1500' 500' 900' 900' 900' 900' 1000' 900' VAR 1000' NOTES 5 & 7 NOTE 7 MAX WORK AREA NOTES 3 & 7 NOTES 1,4,5 & 7 NOTES 2 & 7 CIMMARON TURNPIKE R11-2 (LANE) (2) W1-6 R11-2 (LANE) (2) W1-6 VAR 900' 1000' 900' 1000' 900' 900' 900' 500' 1500' 900' TAPER 560' BUFFER 5 MILES 50' 100' 500' G:\01Projects\T-2210 Cimarron Turnpike, C-MC-23 & C-MC-24\C-MC-24\CAD\TC DETAIL.dgn MILE (2) CS-16E (2) CS-17E (2) CS-18E WING BARRICADES G20-1A(15) PORTABLE MESSAGE BOARD (2) W20-1 (AHEAD) PORTABLE MESSAGE BOARD (2) W3-5 (65) (2) W20-1 (1 MILE) NOTE 1 MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES (FEET) SHALL BE EQUAL TO TWICE THE POSTED SPEED LIMIT (M.P.H.) WITH THE FOLLOWING EXCEPTIONS. SPACING SHALL NOT EXCEED 25 FEET FOR CONES OR TUBE CHANNELIZERS. SPACING SHALL NOT EXCEED 50 FEET FOR TYPE II BARRICADES, VERTICAL PANELS OR DRUMS. NOTE 2 MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES (FEET) SHALL BE EQUAL TO THE POSTED SPEED LIMIT (M.P.H.) WITH THE FOLLOWING EXCEPTIONS. SPACING SHALL NOT EXCEED 50 FEET FOR CONES OR TUBE CHANNELIZERS. SPACING SHALL NOT EXCEED 100 FEET FOR TYPE II BARRICADES, VERTICAL PANELS OR DRUMS. NOTE 3 A LONGITUDINAL BUFFER AREA, TO ALLOW WORKERS TIME TO EVACUATE THE WORK AREA SHOULD BE PROVIDED FOR GUIDELINES ON SETTING THE LENGTH OF THIS BUFFER, SEE STANDARD DRAWING TCS2-1-(LATEST REVISION). ACTUAL LENGTH SHALL BE DETERMINED BY FIELD CONDITIONS AND THE JUDGEMENT OF THE ENGINEER. NOTE 4 FOR ADDITIONAL INFORMATION ABOUT TAPER LENGTHS AND SPACING OF CHANNELIZING DEVICES, SEE STANDARD DRAWING TCS2-1-(LATEST REVISION). (2) R2-1F (65) (2) R4-1F (2) W20-5(L) (1/2 MILE) (2) W4-2(L) (2) CS-13F (2) CS-14F (2) R2-1F (55) NOTES 1,4,5 & 7 NOTES 3 & 7 NOTE 5 A MINIMUM OF FIVE (5) CHANNELIZING DEVICES SHALL BE PLACED THROUGH 10'-0" SHLDR THIS TAPER. EXISTING SHLDR NOTE 6 DOWN STREAM TAPERS SHALL CONTAIN A MINIMUM OF FOUR (4) CHANNELIZING DEVICES. NOTE 7 DURING LANE CLOSURES, A COMBINATION OF CHANNELIZING DEVICES MAY BE USED FOR TRAFFIC CONTROL. THE COMBINATION SHOULD BE DRUMS AND CONES. DRUMS SHALL BE REQUIRED WITH W1-8, SIGNS ATTACHED TO EVERY OTHER DRUM THROUGH ALL TAPERS. CONES SHALL BE USED THROUGH TANGENT SECTIONS. TYPICAL SPACING OF THESE DEVICES, BOTH DRUMS AND CONES, SHALL BE AS SHOWN ON TCS STANDARD DRAWINGS. ALL CONES USED ON THIS PROJECT SHALL HAVE A MINIMUM HEIGHT OF 36 INCHES. CS-14F R2-1F (55) MAX WORK AREA NOTE 7 NOTES 5 & 7 NOTES 2 & 7 > TURNPIKE 24' WORK ZONE 24' (2-12' EXISTING DRIVING LANES) (2-12' EXISTING DRIVING LANES) 12' 12' CLEAR ZONE 7.5' 7.5' 12' CLEAR ZONE 12' (TEMP DRIVING LANE) (TEMP DRIVING LANE) TYPICAL SECTION 10'-0" SHLDR EXISTING SHLDR NOT TO SCALE PLAN SCALE N/A PROFILE SCALE HORIZONTAL VERTICAL RWR (2) G20-2A (2) R2-1F (75) LEGEND - SIGN - PORTABLE MESSAGE SIGN - DRUM W/TYPE "C" LIGHT - SHADOW VEHICLE - CHANNELIZER CONE W/TYPE - TRUCK MOUNTED ATTENUATOR "D" LIGHT - TYPE III BARRICADE W/(2) TYPE "A" LIGHTS - WORK AREA - ARROW DISPLAY NO. REVISION BY DATE DESIGNED DRAWN CHECKED OKLAHOMA TURNPIKE AUTHORITY CIMARRON TURNPIKE TRAFFIC CONTROL DETAIL A CLEAR DIRECTION CCC DATE RWR SECTION CONTRACT NO. C-MC-24 SHEET 28 OF 28