Traffic Control Plan Hwy 401 - Bridgeland Avenue / Site 37-283 Grading, Drainage, Garnular Base, Hot Mix Paving, Electrical, Structural and Plan prepared for: Plan prepared by:
General Notes WB 401 Collector N,S Allen to WB 401 Collector S Allen to WB 401 Express WB 401 Express General Notes: 1. Traffic control plan for bridge construction at Hwy 401 / Bridgeland Avenue in Toronto, ON. Work to begin July 2012. 2. Temporary traffic control to be set up as per accompanying TL drawings. Distance between signs and channelizers as per Ontario Traffic Manual Book 7 (Book 7) Table A for non-freeway applications and Book 7 Table C for freeway applications. Taper lengths as per Book 7 Table A for non-freeway and Book 7 Table C for freeway. Sign retroreflectivity to meet of exceed minimum guidelines as set out in Book 7. Truck Mounted Attenuator (TMA) to be used for all freeway closures. Stage signing, lines and Temporary Concrete Barrier (TCB) as per Contract drawings. EB 401 Collector Bridgeland Ave EB 401 Express Work Area 3. Lane and ramp closures to be carried out during allowable closure times. Lane and ramp closures to be sent to Roadwork Scheduling and Coordination Unit with as much notice as possible. Closures will be called into COMPASS prior to and after set-up. 4. Advanced Notification Signs (ANS) to be erected 7 calendar days prior to work taking place. After 7 days, the ANS will change to Advanced Warning Signs (AWS). AWS and Alternate Route Signs (ARS) to be in place during closures. Dufferin St 5. Paid Duty Police required as set out in the tender documents.. (905) 475-6660 1 July 6, 2012
Mobile Operations Very Very Roadway Edge Work: Encroachment in Right Lane Figure TL-7 Roadway Edge Work: Encroachment in Right Lane Figure TL-8 Partial Lane Shift Figure TL-9 If 360º beacon and four-way flashers or (bar mode) are used, cones are not required for. If Available Lane Width (ALW) is less than 3m, use partial lane shift (Figures TL-9, TL-10) or lane closure (TL-20A, TL-20B, TL-21). On low volume, unpaved roads: Remaining roadway must be at least 6m with a lane width of at least 3m in each direction. Traffic should not be shifted onto a surface texture different from the main roadway, without a posted speed reduction. 3m min. 02B 3m min. - may replace and (), or TC- 102B () if visibility permits. - Where remaining roadway width is at least 6m and ALW is less than 3m, use Rb-91 a distance upstream of start of taper and move or 02B and additional distance of upstream. 02B ½ () or () ½ () 02B 02B *For Very or :see Table A (905) 475-6660 2 July 6, 2012
Multi-Lane Road (Freeway) Mobile Operations Very Multi-Lane Road (Freeway) Mobile Operations Very Right or Left Shoulder Work Figure TL-11 Right or Left Shoulder Work Figure TL-12 Lane Closed Figure TL-18 BUFFER LIDG Work Area LIDG* Buffer Vehicle *For Lateral Intrusion Deterrence Gap (LIDG*): see Table D SHT DURATION LONG DURATION *For Freeways: See TABLE C *For Lateral Intrusion Deterrance Gap (LIDG*): see Table D. Where high speeds, high volume, and/or poor visibilty may result in safety or traffic congestion problems, consider other options such as using TL-19 or TL-20, or working at less congested times. For Very (905) 475-6660 3 July 6, 2012
(Low Volume) Very Very (High Volume) Lane Closed (Yield to Opposing Traffic) Figure TL-19 Lane Closed (Traffic Control Persons) Figure TL-20A Lane Closed (Portable TC Signals) Figure TL-21 (Bar Mode) can replace the and (or ) TO ONCOMING TRAFFIC to be used for short length work areas (less then 150m) may also be used on roads with no centre- lines *For Very : see Table A *For : see Table B Rb-91 On low volume roads, and short length work areas (less than 150m) Figure TL-19 may be used to replace the TCP. When used as prescribed, the Remote Control Device may be used as a supplement to TCP (See TL-20B) For high volume, nighttime operations, the traffic control shown in Figure TL-21 should be used when the TCP is not on duty. For low volume roads and visibility more than 150m, the TCP and TC-21 may be eliminated for the direction that is not closed. For Very operations on low volume roads, the cones may not be required. *For Very Short or Short Duration: see Table A * For : see Table B **Required for only. **For, replace with. Rb-31** TC-21 STOP TC-22 See TCP Table See TCP Table ** SLOW TC-22 TC-21 Rb-31** STOP HERE ON RED SIGNAL 3m 10-15m To determine the appropriate timing of the portable lane control signals, see Section on Traffic Control Signals Section 4.5 (Office Edition). Temporary traffic signals may be used to assist construction vehicles to cross roadways, however, approval must be obtained from the road authority having jurisdiction. *For : see Table A *For : see Table B ½ Work Area 10-15m 3m STOP HERE ON RED SIGNAL (905) 475-6660 4 July 6, 2012
Multi-Lane Road (Non-Freeway) Multi-Lane Road (Non-Freeway) LongDuration Multi-Lane Roads (Non-Freeway) Right Lane Closed Figure TL-23 Right Lane Closed Figure TL-24 Left Lane Closed Figure TL-26 Work Area *For : see Table A *For LongDuration: see Table A Can replace 03L and. Can replace the TC-3 and Can replace the TC-3 and 03L 02B TC-3R TC-3R *For : see TABLE A TC-2A TC-2A (905) 475-6660 5 July 6, 2012
Multi-Lane Roads (Non-Freeway) Multi-Lane Roads (Freeway) Six Lane Road (Freeway) Left Lane Closed Figure TL-27 Right Lane Closed Figure TL-29 Two Right Lanes Closed Figure TL-38 Work Area see General Notes * For Freeways: see TABLE C * For Lateral Intrusion Deterence Gap (LIDG): see TABLE D LIDG* Buffer Vehicle 4* 03r 03L 04 03r 60m 03R *For : see Table A *For : see Table B *For : see TABLE B 60m or 01 (905) 475-6660 6 July 6, 2012
Ramps (Non-Freeway and Freeway) Ramp (Non-Freeway and Freeway) Ramp (Non-Freeway and Freeway) Lane Closed at Exit Ramp Figure TL-43 Lane Closed at Entrance Ramp Figure TL-44 Ramp Closure Figure TL-45 EXIT EXIT ½ ½ 4* ½ R O A D C L O S E D 4* or In the immediate area of the Exit, cone or barrel spacings half of those shown on Table B or C For Right Lane Closure, see Figure TL-29 *For Short or Exit Ramps from Non-Freeways; see TABLE B *For Exit Ramps from Freeways; see TABLE C For Right Lane Closure see TL-29 Where space and work activities permit, the acceleration lane should be made as long as possible. In the immediate area of the entrance, cone or barrel spacings should be half of those shown on Table B or C should be used. *For Short or Entrance Ramp from Non-Freeway; see TABLE B *For Entrance Ramp from Freeway; see TABLE C Closed sign on directional guide signs to be used for only. Consideration should be given to the use of a TC-64 sign. *For Short or (Ramp from non-freeway): see TABLE B *For Ramp from Freeway: see TABLE C (905) 475-6660 7 July 6, 2012
Tables Table C - Work Zone Component Dimensions: Freeways Normal Regulatory Speed Limit Table D - Application of Longitudinal Buffer Area and Buffer Vehicles Stationary Work Operations 1a * Dimension 1b 2 3 4 5 1a * Dimension 1b 2 3 4 5 6 Taper length for full lane closure (m) Taper length for roadside work (m) Longitudinal Buffer Area (LBA) (m) Maximum Distance between markers (m)*** Minimum Tangent between tapers (m) Distance between construction signs (m) NOTES: * When the 85th percentile is known, it may be used instead of the normal regulatory speed limit. Table C distances are based on good visibility and should be increased if visibility is poor. Roadside Work includes shoulder work and roadway edge work. Table A - Work Zone Component Dimensions: Work (Non-Freeways) Taper length for full lane closure (m) Taper length for roadside work (m) Longitudinal Buffer Area (LBA) (m) Maximum Distance between markers (m)*** Minimum Tangent between tapers (m) Distance between construction signs (m) Condition Normal Regulatory Speed Limit 50km/h or lower 60km/h 70km/h 80km/h 90km/h 10-15 20-30 30-40 50-60 70-80 3-5 5-7 7-10 10-12 15-20 (30) (40) 50 60 75 4-6 4-6 8-10 8-10 or TC-2A Required 10-12 30 30 60 60 80 20-30 20-30 50-60 50-60 70-80 Visibility less than 150m Yes Yes Yes Yes Yes Visibility 150m or greater No No No, if a is used Yes Yes NOTES: * When the 85th percentile is known, it may be used instead of the normal regulatory speed limit. Table A distances are based on good visibility and should be increased if visibility is poor. Cones require reflective collars for nighttime operations, and for daytime and nighttime after January 1, 2002. Roadside Work includes shoulder work and roadway edge work. * Buffer Vehicles are not required on non-freeways. For application of LBA on non-freeways, see General Notes to Typical Layouts, Table D and Section 5. LBAs are not a requirement at speeds of 60km/h or lower, but should be considered if safety concerns exist. ***Markers are channelizing devices. Application guidelines are shown in Table E.2. Cones may be used for daytime or nighttime operations on non- 220 * For application of LBA and Buffer Vehicles (BVs), see General Notes to Typical Layouts, Table D and Section 5. 80 km/h 90 km/h 100 km/h 20-25 60 10-14 220 160 250 300 30-40 ***Markers are channelizing devices. Application guidelines are shown in Table E.2. Cones may be used for daytime very short duration or short duration Operations Only. Construction markers or flexible drums must be used for all other conditions. 75 18-24 250 180 40-50 95 18-24 300 200 (1) Normal Regulatory Speed Limit (km/h) Required Protection (Freeways): LBA + Buffer Vehicle + LIDG Required Protection (Non-Freeways): LBA Only (2) Longitudinal Buffer Area (LBA) (m) (3) Lateral Intrusion Deterrence Gap (LIDG) (m) 50 (30) (35) 60 70 80 90 100 (40) 50 60 75 95 (40) 50 60 65 70 (1) Normal Regulatory Speed Limit (km/h) Mobile Work Operations (2) Lateral Intrustion Deterrence Gap (LIDG) (m) 70 35 80 45 90 50 100 55 NOTES: 1. See also Section 5 and General Notes to Typical Layouts (905) 475-6660 8 July 6, 2012