Contract Design, Estimating and Documentation (CDED) Manual. CDED REVISION No. 214

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1 Contract Design, Estimating and Documentation (CDED) Manual CDED REVISION No. 214 March 2, 2017 The CDED Manual has been revised as detailed below and the documents are available for viewing and download, free of charge, from the MTO Technical Publications website at Chapter B - Detail Estimating Reference Code B1 B308 Existing Version January 2017 April 2012 New Version March 2017 February 2017 B706 N/A February 2017 B721-1 February 2014 B730 B731 November 2014 February 2014 February 2017 B N/A February 2017 Implementation Date In CPS March 2, 2017 March 2, 2017 March 2, 2017 March 2, 2017 N/A March 2, 2017 N/A March 2, 2017 March 2, 2017 New (New), Revised (Rev), Cancelled (Can), Reissued (Rei) Rev: Chapter B - Detail Estimating - Table of Contents is updated. Rev: Detail Estimating chapter for Tack Coat is revised with the addition of SS-1HH to section New: Detail Estimating chapter for Temporary Traffic Control Devices is implemented. Rev: Detail Estimating chapter foradjust Cable Guide Rail is revised with changes to the title and content which now reflects adjustment only. See HSB DCSO memo # for further details. Can: Detail Estimating chapter for Guide Rail End Treatment - Eccentric Loader Terminal System is cancelled. See HSB DCSO memo # for further details. Can: Detail Estimating chapter for Crash- Cushion Attenuating Terminal System (CAT) is cancelled. See HSB DSCO memo # for further details. New: Detail Estimating chapter for Permanent Intermediate Signs and Support Systems is implemented. See HSB DCSO memo # for further details. Revised June 21, 2017 Page 1 of 8 CDED Revision No. 214

2 Chapter E - Standard Special Provisions (SSPs) Reference Code Existing Version E3-1 January S02 100F21 November 2016 November 2016 New Version March 2017 January S21 N/A February F02 107S02 109S12 November 2016 April 2016 October 2016 Implementation Date In CPS March 2, 2017 February 9, 2017 N/A March 2, 2017 March 2017 February 2017 February S14 N/A February 2017 March 2, 2017 March 2, 2017 March 2, 2017 March 2, 2017 March 2, 2017 New (New), Revised (Rev), Cancelled (Can), Reissued (Rei) Rev: List of Active Standard Special Provisions is revised. Rev: Amendment to MTO GC s previously implemented on January 12, 2017 was rescinded and replaced by the January 2017 version on February 9, November version should not have contained the change to OPSS 517/518 in section Can: Amendment to MTO GC s is cancelled. Replaced by SSP 100S21. New: Amendment to MTO GC s for CP Rail Insurance Requirements is implemented. Replaces fill-in SSP 100F21 and contains extensive revisions throughout. Rev: Amendment to OPSS 313 for Paving in Echelon, Partial Paving of Full Pavement Width, and Lift Thickness is revised with changes to section submission requirements for hot mix production and silo storage. Changes address issues related to early asphalt cracking. Rev: Amendment to OPSS 710 for Sample and Application Requirements is revised with changes to section and Table A. Changes are related to sampling and delivery of samples for compatibility with SSP 199F57. Rev: Amendment to OPSS 902 for QVE, Backfilling Compaction, and Certificate of Conformance is revised with the addition of amendments to sections , , and New: Amendment to OPSS 905 for Inspection After Installation of Mechanical Connectors and Placing Reinforcement is implemented. Revised June 21, 2017 Page 2 of 8 CDED Revision No. 214

3 Reference Code Existing Version New Version Implementation Date In CPS New (New), Revised (Rev), Cancelled (Can), Reissued (Rei) 110S12 September 2016 February 2017 March 2, 2017 Rev: Amendment to OPSS 1003 Delete and Replace SP for Material Specification for Aggregates - Hot Mix Asphalt is revised with changes to sections for mineral filler requirements and sampling requirements for compatibility with SSP 199F F06 November 2016 March 2017 March 2, 2017 Rev: Amendment to OPSS 1151 for Mix Design Criteria and Asphalt Cement Anti Stripping Treatment is revised with the addition of a designer option to section to address changes for the usage of RAP and RST in surface course mixes. Changes address issues related to early asphalt cracking. 111F09 December 2016 March 2017 March 2, 2017 Rev: Amendment to OPSS 1101 for Additional Test Results and Samples for PGAC is revised with the addition of sections and , changes to Table1, and the addition of Table 2, to address documentation requirements from asphalt cement suppliers and hot mix producers and implementation of ExBBR test. Changes address sampling requirements for compatibility with SSP 199F57 and issues related to early asphalt cracking. 118S03 April 2016 February 2017 March 2, 2017 Rev: Amendment to OPSS 1821 for Air Void Systems Parameters, Salt Scaling and Concrete Cover Measurements of Precast Hardened Concrete is revised with the deletion of section for compatibility with SSP 199F S48 December 2005 February 2017 March 2, 2017 Rev: SP for Quality Verification Engineer Services is revised with changes to throughout to address non-conforming Work by the Contractor and notification by the contractor to the CA for inspections by QVE and/or QVE s designate. 199F57 December 2016 February 2017 March 2, 2017 Rev: General Requirements of Samples for QA, Referee and Other Testing by the Owner is revised with changes throughout to address sampling requirements. Revised June 21, 2017 Page 3 of 8 CDED Revision No. 214

4 Reference Code 304F04 Existing Version January 2008 New Version February S03 N/A March F02 341S01 399F02 599S23 706S01 706F02 January 2013 April 2016 December 2014 April 2016 September 2011 August 2016 February 2017 February 2017 January 2017 February 2017 Implementation Date In CPS March 2, 2017 March 2, 2017 March 2, 2017 March 2, 2017 March 2, 2017 March 2, 2017 N/A March 2, 2017 N/A March 2, 2017 New (New), Revised (Rev), Cancelled (Can), Reissued (Rei) Rev: Amendment to OPSS 304 for Application of Binder, Sampling, Application Rates, QA and Price Adjustments is revised with changes to sections and Changes address compatibility with SSP 199F57. New: Amendment to OPSS 305 for Sampling and Payment Adjustment of Sealers is implemented to address sampling and delivery of samples for compatibility with SSP 199F57. Rev: Amendment to OPSS 308 for Painting Material, Application Options, and Samples for Testing is revised with changes to sections for the addition of SS-1HH material and requirements for samples for testing. Changes also address sampling and delivery of samples for compatibility with SSP 199F57. Rev: Delete and replace SP Construction Specification for Routing and Sealing Cracks in Asphalt Pavement is revised with changes throughout related to sampling and delivery of samples for compatibility with SSP 199F57. Rev: Requirements for Temporary Hot Mix Pavement is revised with changes to section 8.01 related to sampling and delivery of samples for compatibility with SSP 199F57. Rev: Requirements for Materials, QC and QA Testing and Acceptance Criteria for Precast Concrete Facing Elements Including Panels is revised with changes to section 8.0 related to sampling and delivery of samples for compatibility with SSP 199F57. Can: Amendment to OPSS 706 for Remote Controlled (RC) Flagman is cancelled. Applicable content has been added to updated OPSS 706. Can: Amendment to OPSS 706 for Contract Information and Bilingual Signing In Construction Zones is cancelled. Applicable content has been added to updated OPSS 706. Revised June 21, 2017 Page 4 of 8 CDED Revision No. 214

5 Reference Code 706F03 706F04 706F05 Existing Version April 2016 October 2016 January 2015 New Version Implementation Date In CPS N/A March 2, 2017 November S02 N/A February S05 December 2016 March 2, 2017 N/A March 2, 2017 February S17 N/A February S01 999F31 December 2014 February 2016 February 2017 February 2017 March 2, 2017 March 2, 2017 March 2, 2017 March 2, 2017 March 2, 2017 New (New), Revised (Rev), Cancelled (Can), Reissued (Rei) Can: Amendment to OPSS 706 for Temporary Advance Information Signs is cancelled. Applicable content has been added to updated OPSS 706. Rev: SP Requirements for Portable Variable Message Signs (PVMS) is revised with extensive changes throughout. Applicable content has been added to updated OPSS 706. Remaining content addresses options for modems and sign messaging. Can: Amendment to OPSS 706 for Use of Portable Lane Control Signals (PLCS) is cancelled. PLCS is no longer used by MTO. New: Amendment to OPSS 723 for Energy Attenuator, Temporary, Narrow tender item to address multiple connections to TCB, is implemented. Rev: SP for Certification of Safety Items is revised with changes to the associated tender items. Cancelled items for Eccentric Loader and CAT 305 have been removed and new tender items for Steel Beam Terminal; Intermediate Signs, Ground Mounted, New; and Intermediate Signs, Relocation have been added. New: SP for Construction Specification for Permanent Intermediate Signs and Support Systems is implemented. See HSB DCSO memo # for further details. Rev: Delete and replace SP Construction Specification for Structure Rehabilitation - Shotcrete is revised with changes to sections and related to sampling and delivery of samples for compatibility with SSP 199F57. Rev: Delete and replace SP Construction Specification for Non-Prestressed Precast Concrete Bridge Elements is revised with a correction to CSA standards reference; and changes to sections and related to sampling and delivery of samples for compatibility with SSP 199F57. Revised June 21, 2017 Page 5 of 8 CDED Revision No. 214

6 Chapter G - Ministry of Transportation of Ontario Drawings (MTODs) Reference Code Existing Version G2-0 January April 2016 (Rev.0) October 2015 (Rev.0) October 2015 (Rev.0) January 2016 (Rev.1) April 2016 (Rev.0) April 2016 (Rev.0) April 2016 (Rev.0) April 2016 (Rev.0) April 2016 (Rev.0) April 2016 (Rev.0) New Version March 2017 Implementation Date In CPS March 2, 2017 N/A March 2, 2017 N/A March 2, 2017 N/A March 2, 2017 N/A March 2, 2017 N/A March 2, 2017 N/A March 2, 2017 N/A March 2, 2017 N/A March 2, 2017 February 2017 (Rev.1) February 2017 (Rev.1) March 2, 2017 March 2, 2017 New (New), Revised (Rev), Cancelled (Can), Reissued (Rei) Rev: List of Active MTODs is revised. Can: Guide Rail System, Steel Beam Type M Rail mm Hole Spacing Component drawing is cancelled. Replaced by OPSD Can: Guide Rail System, Steel Beam Type M Transition Rail Component drawing is cancelled. Replaced by OPSD Can: Guide Rail System, Steel Beam Type M Rail Component drawing is cancelled. Replaced by OPSD Can: Guide Rail System, Steel Beam Type M20 Steel Post with Offset Block Component drawing is cancelled. Replaced by OPSD Can: Guide Rail System, Steel Beam Type M30 Steel Post With Offset Block Component drawing is cancelled. Replaced by OPSD Can: Guide Rail System, Steel Beam 30 cm Polymer Offset Block - P-Block Component drawing is cancelled. Replaced by OPSD Can: Guide Rail System, Steel Beam Type M20 Installation drawing is cancelled. Replaced by OPSD Can: Guide Rail System, Steel Beam Type M20 - Adjacent to 2H:1V Slope Installation - Rail at Shoulder drawing is cancelled. Replaced by OPSD Rev: Guide Rail System, Steel Beam Type M30 - Adjacent to Concrete Curb Installation drawing is revised. Curb references and component references updated. Rev: Guide Rail System, Steel Beam Type M30 - Adjacent to Sidewalk Installation drawing is revised. Curb references and component references updated. Revised June 21, 2017 Page 6 of 8 CDED Revision No. 214

7 Reference Code Existing Version April 2016 (Rev.0) April 2016 (Rev.0) April 2016 (Rev.0) September 2016 (Rev.0) September 2016 (Rev.0) April 2016 (Rev.0) April 2016 (Rev.0) April 2016 (Rev.0) December 2016 (Rev.0) December 2016 (Rev.0) New Version Implementation Date In CPS N/A March 2, 2017 N/A March 2, 2017 February 2017 (Rev.1) February 2017 (Rev.1) February 2017 (Rev.1) March 2, 2017 March 2, 2017 March 2, 2017 N/A March 2, 2017 N/A March 2, 2017 N/A March 2, 2017 March 2017 (Rev.1) March 2017 (Rev.1) March 2, 2017 March 2, 2017 New (New), Revised (Rev), Cancelled (Can), Reissued (Rei) Can: Guide Rail System, Steel Beam Type M m Long Span Treatment Installation drawing is cancelled. Replaced by OPSD Can: Guide Rail System, Steel Beam Type M m Long Span Treatment Installation drawing is cancelled. Replaced by OPSD Rev: Guide Rail System, Steel Beam Type M20 and M30 Leaving End Treatment Installation drawing is revised. OPSD component references updated. Rev: Guide Rail System, Steel Beam Transition From Type M to Existing Steel Beam Guide Rail - Installation drawing is revised. OPSD component references updated. Rev: Guide Rail System, Steel Beam Transition From Type M to Existing Steel Beam Guide Rail With Channel - Installation drawing is revised. OPSD component references updated. Can: Guide Rail System, Steel Beam Transition From Type M to Steel Beam Guide Rail With Channel for Structure Connection - Installation drawing is cancelled. Replaced by OPSD Can: Guide Rail System, Steel Beam Type M - Reduced Deflection Treatment Installation drawing is cancelled. Replaced by OPSD Can: Guide Rail System, Steel Beam Permanent Transition Installation to 3 Cable Divided and Undivided Highway drawing is cancelled. See HSB DCSO memos # & # Rev: Guide Rail System, High Tension Cable, Safence Terminal, 3-Cable, Slope Installation drawing is revised. MTOD references corrected in Note A. Rev: Guide Rail System, High Tension Cable, Safence Terminal, 3-Cable, Shoulder Installation drawing is revised. MTOD references corrected in Note A. Revised June 21, 2017 Page 7 of 8 CDED Revision No. 214

8 Reference Code Existing Version December 2016 (Rev.0) September 2016 (Rev.1) September 2016 (Rev.0) April 2015 (Rev.0) November 2014 (Rev.0) New Version March 2017 (Rev.1) February 2017 (Rev.2) February 2017 (Rev.1) N/A February 2017 (Rev.0) N/A February 2017 (Rev.0) Implementation Date In CPS March 2, 2017 March 2, 2017 March 2, 2017 N/A March 2, 2017 N/A March 2, 2017 March 2, 2017 March 2, 2017 New (New), Revised (Rev), Cancelled (Can), Reissued (Rei) Rev: Energy Attenuator, End Terminal, Steel Beam Terminal, MASH Slotted Rail Terminal System - Installation drawing is revised. MTOD references corrected in Note D. Rev: Energy Attenuator, End Treatment Steel Beam Energy Attenuating Terminal MASH SoftStop Terminal System Installation drawing is revised. OPSD component references updated. Rev: Energy Attenuator, End Treatment Steel Beam Energy Attenuating Terminal MASH Sequential Kinking Terminal System - Installation drawing is revised. OPSD component references updated. Can: Energy Attenuator, Crash Cushion SLED System Installation - Temporary Concrete Barrier drawing is cancelled. Replaced by OPSD Can: Flexible Delineator Post Installation - Temporary and Permanent drawing is cancelled. Replaced by OPSD New: Intermediate Sign Support System Slip-Safe Supreme Rib-Bak Breakaway System Components drawing is implemented. See HSB DCSO memo # New: Intermediate Sign Support System Slip-Safe Supreme Rib-Bak Breakaway System Installation - Double Post Assembly drawing is implemented. See HSB DCSO memo # Chapter H - OPSSs and OPSDs Reference Code Existing Version New Version Implementation Date In CPS New (New), Revised (Rev), Cancelled (Can), Reissued (Rei) H2-1 January 2017 March 2017 March 2, 2017 Rev: List of Active OPSSs - General and Construction Specifications is revised. H3-29 September 2016 March 2017 March 2, 2017 Rev: List of Active OPSDs - Division Fencing and Guide Rails is revised. Revised June 21, 2017 Page 8 of 8 CDED Revision No. 214

9 CHAPTER B - DETAIL ESTIMATING TABLE OF CONTENTS CHAPTER B - TABLE OF CONTENTS SECTION TITLE B1 Chapter B - Table of Contents B001 Writer s Guide for CDED Manual Chapter B - Detail Estimating B201-1 Clearing B201-3 Grubbing B201-4 Removal of Boulders B201-6 Mechanical Stump Cutting B202 Rock Removal by Manual Scaling, Machine Scaling, Trim Blasting, or Controlled Blasting B203 Rock Stabilization B206-1 Earth Grading B206-2 Rock Grading B206-3 Excavation for Pavement Widening B209 Embankments Over Swamps and Compressible Soils B212 Earth Borrow B299-1 Rental of Equipment B299-2 Ditch Cleanout B301 Restoring Unpaved Roadway Surfaces B304 Surface Treatments B305 Granular Sealing B307 Stockpiling of Patching Materials and Patching of Asphalt Pavement B308 Tack Coat B311 Asphalt Sidewalk B312-1 Asphalt Curb and Gutter Systems B312-2 Asphalt Surfacing of Gutter B313-1 Hot Mix Asphalt B Hot Mix Asphalt Miscellaneous B314 Untreated Subbase, Base, Surface, Shoulder, Selected Subgrade, and Stockpiling B316 Extruded Expanded Polystyrene Treatment B320 Open Graded Drainage Layer B330 In-Place Full Depth Reclamation of Bituminous Pavement and Underlying Granular B331 Full-Depth Reclamation With Expanded Asphalt Stabilization B332 Hot In-Place Recycling B333 Cold In-Place Recycling B335 Cold In-Place Recycling With Expanded Asphalt B336 Micro-Surfacing B337 Slurry Seal B341 Routing and Sealing and/or Sealing Cracks in Asphalt Pavement B342 Centreline and Shoulder Rumble Strips In Asphalt March 2017 Page 1 of 3 B1

10 CHAPTER B - DETAIL ESTIMATING TABLE OF CONTENTS SECTION TITLE B350 Concrete Base and Concrete Pavement B351 Concrete Sidewalk B352 Concrete Steps B353 Concrete Curb and Gutter Systems B355 Interlocking Concrete Pavers B360 Full Depth Repair of Concrete Pavement or Concrete Base B362 Fast Track Full Depth Repairs to Concrete Pavement B363 Repairing Rigid Pavement with Precast Concrete Slabs B364 Partial Depth Repairs in Concrete Pavement B365 Cross-Stitching Longitudinal Cracks in Concrete Pavement and Concrete Base B369 Sealing or Resealing of Joints and Cracks in Concrete Pavement and Concrete Base B399-2 Reclaim Asphalt Pavement B405 Pipe Subdrains B407-1 Maintenance Holes, Catch Basins and Ditch Inlets B407-2 Rock Excavation for Sewers, Maintenance Holes, Catch Basins and Ditch Inlets B410 Pipe Sewers B415 Tunnelling B416 Jacking and Boring B421-2 Pipe Culverts B422 Precast Reinforced Concrete Box Culverts and Box Sewers B441 Watermains B510-0 Removal B510-1 Removal - Bridge Work B510-2 Removal - Drainage Work B510-3 Removal - Fence and Noise Barrier Work B510-4 Removal - Delineators, Traffic Barriers and Energy Attenuator Work B510-5 Removal - Pavement Work B510-6 Removal - Concrete Work B510-7 Removal - Right of Way Work B510-8 Removal - Miscellaneous Work B511 Rip Rap, Rock Protection, Granular Sheeting B512 Gabions B517 Dewatering of Pipeline, Utility and Associated Structure Excavation B703 Permanent Small Signs and Supports B704 Post Mounted Delineators B705 Flexible Delineator Posts B706 Temporary Traffic Control Devices B707 Modified Overhead Signboards B708 Portable Temporary Traffic Signals (PTTS) B710 Pavement Marking March 2017 Page 2 of 3 B1

11 CHAPTER B - DETAIL ESTIMATING TABLE OF CONTENTS SECTION TITLE B721-1 Adjust Cable Guide Rail B721-2 Steel Beam Guide Rail B723 Energy Attenuators B732 Steel Beam Energy Attenuating Terminal (SBEAT) Systems B740 Concrete Barrier B741 Temporary Concrete Barriers (TCB) B741-2 Movable Temporary Concrete Barrier (MTCB) B753 Connecticut Impact Attenuation System (CIAS) B760 Noise Barrier Systems B771 Standard Highway Fence B772 Chain-Link Fence B799-2 REACT 350 B799-6 Ramp Closure Gates B799-8 High Tension Three Cable Guide Rail and High Tension Cable Guide Rail Terminal Systems B799-9 Steel Beam Terminal (SBT) B Permanent Intermediate Signs and Support Systems B802 Topsoil B803 Sodding B804 Seed and Cover B805 Temporary Erosion and Sediment Control Measures B810 Rootwad Structures B811 Large Woody Debris B812 LUNKERS B820 Riffles On Streambeds B821 Pools In Streambeds B822 Rocky Ramps On Streambeds B823 Low Flow Channels B824 Baffles In A Culvert B902 Excavation and Backfill for Structures B904 Concrete in Culverts B905 Reinforcing Steel, Coated Reinforcing Steel B907 Structural Wood Systems B908 Metal Traffic Barriers and Metal Railings for Structures B914 Waterproofing Bridge Deck B918 Modular Bridge Structures for Temporary Installations B932 Crack Repair - Concrete B942 Prestressed Soil and Rock Anchors B999-A Appendix A - Contingencies and Allowances B999-B Appendix B - Checking of Quantities March 2017 Page 3 of 3 B1

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13 DETAIL ESTIMATING TACK COAT B308 - TACK COAT - OPSS GENERAL The application of tack coat is used to provide adequate bond between a pavement surface or rigid object and an overlay of bituminous pavement REFERENCES - None TENDER ITEM Tack Coat SPECIFICATIONS Application details for the above tender item are contained in OPSS.PROV 308. The Regional Geotechnical Section should be contacted for additional requirements such as inclusion of the optional special provision fill-in SPECIAL PROVISIONS The designer should refer to Chapter E of this manual to review the applicable special provisions STANDARD DRAWINGS - None DESIGN Generally the following surface areas require the application of tack coat before surfacing with bituminous pavement. a) Curbs, curb and gutter, gutter outlets, setbacks and sidewalks. b) Concrete base surfaces. c) Concrete pavement surfaces. d) Structure approach slabs. February 2017 Page 1 of 2 B308

14 DETAIL ESTIMATING TACK COAT Materials e) Bituminous surfaces (as recommended by the Regional Geotechnical Section). Vertical surfaces in contact with new bituminous pavement will be joint painted per OPSS.PROV 308. These areas are excluded from the tack coat item. Tack coating of concrete underneath the waterproofing membrane in association with bridge deck waterproofing is included in the bridge deck waterproofing tender item. Tack coating of the protection board shall be included in the tack coat item. The diluted SS-1 or SS-1HH emulsified asphalt is supplied by the Contractor COMPUTATION This is a Plan Quantity Payment item Source of Information The main source of information for this tender item is the Regional Geotechnical Section Method of Calculation Horizontal dimensions of the surfaces to be tack coated are calculated in square metres DOCUMENTATION The areas to be tack coated are indicated on the Quantities - Miscellaneous sheet by station to station and location Documentation Accuracy Quantities and stations on the Quantity Sheet are recorded to the nearest whole number. February 2017 Page 2 of 2 B308

15 DETAIL ESTIMATING TEMPORARY TRAFFIC CONTROL DEVICES GENERAL B706 - TEMPORARY TRAFFIC CONTROL DEVICES - OPSS 706 Temporary traffic control devices are used for guidance, information, and to control the flow of traffic during construction. Temporary traffic control devices include the following: Temporary Traffic Control Signs Road Closing/Restriction Notice Sign (TC-64) Automated Flagger Assistance Devices (AFAD) Portable Variable Message Sign (PVMS) Temporary Traffic Control Signs Temporary traffic control signs are all traffic control signs and associated devices identified in OTM Book 7, including vehicles and sign trailers required to support signs and equipment to supply sign lighting; but excludes highway number markers. Contract Information Signs A contract information sign is a sign installed to inform motorists of the type of construction work taking place. There are two types of contract information signs: a TC-81 sign and an Owner supplied contract information sign. Road Closing/Restriction Notice Sign (TC-64) A road closing/restriction notice sign (TC-64) is a sign installed to provide advance notice of a road or exit ramp which is to be closed or restricted. Automated Flagger Assistance Devices (AFAD) Automated fflagger assistance devices (AFAD) are self-contained, portable traffic control systems where the signal and/or control arm are operated remotely by a traffic control person (TCP). Portable Variable Message Sign (PVMS) A portable variable message sign (PVMS) is a traffic control device that is capable of displaying digital messages. PVMS are used in work zones to provide road users with advance information of work operations which are outside their expectations such as closures or speed reductions. PVMS should be used for situations where conditions are changing and are in addition to Temporary Traffic Control Signs required by the Ontario Traffic Manual. February 2017 Page 1 of 12 B706

16 DETAIL ESTIMATING TEMPORARY TRAFFIC CONTROL DEVICES REFERENCES Ontario Traffic Manual Book 7 - Temporary Conditions Roadside Safety Manual TENDER ITEMS Temporary Traffic Control Signs Road Closing/Restriction Notice Signs (TC-64) Automated Flagger Assistance Devices Portable Variable Message Sign (Temporary) Portable Variable Message Sign, Relocation (LS, normal) (Each, Normal, PQP) (Each, Normal, PQP) (Each, Variation, PQP) (Each, Variation, PQP) SPECIFICATIONS The requirements for these temporary traffic control devices are contained in Ontario Provincial Standard Specifications (OPSS) SPECIAL PROVISIONS Refer to Chapter E of this manual to review the applicable standard special provisions STANDARD DRAWINGS DESIGN There are no standard drawings applicable to this work. Bilingual Signing If the contract is in a bilingual area, separate English and French signs shall be installed. The designer shall contact the MTO Regional Traffic Section to obtain the French translation. Contract Information Sign The designer shall select the appropriate contract information sign based on the contract value and duration. Option 1 - Option 2 - Shall be selected for all stationary contracts that do not meet the criteria of Option 2, Option 3 or Option 4. Shall be selected for all stationary contracts exceeding $500,000 in value and a minimum of 3 months or 60 working days in duration. February 2017 Page 2 of 12 B706

17 DETAIL ESTIMATING TEMPORARY TRAFFIC CONTROL DEVICES Option 3 - Option 4 - Shall be selected for all stationary contracts exceeding $500,000 in value and a minimum of 3 months or 60 working days in duration located on the QEW. Shall be selected for all stationary contracts in Northern Ontario (all areas north of, and including the districts of Parry Sound and Nipissing) exceeding $500,000 in value and a minimum of 3 months or 60 working days in duration. Examples of the 4 different contract information sign options can be found in the Appendix. ** Fill-in the required information (i.e. # of kilometres, location or highway number) for the applicable contract information signs. If the contract is in a designated bilingual area the corresponding French contract information signs must also be included. For example, TC-81b and TC-81bF would both be included for a highway widening project in a designated bilingual area. Option 1 Sign Number Message Details Sign Number Message Details TC-81a TC-81b TC-81c TC-81d Highway Improvements Next ** km Highway Widening Next ** km Highway Resurfacing Next ** km Bridge Work ** TC-81aF TC-81bF TC-81cF TC-81dF Amélioration de la route sur ** km Élargissement de la route sur ** km Resurfaçage de la route sur ** km Travaux sur le pont ** February 2017 Page 3 of 12 B706

18 DETAIL ESTIMATING TEMPORARY TRAFFIC CONTROL DEVICES Option 2 Sign Number Message Details Sign Number Message Details 8190E 8191E 8192E 8193E 8194E Option 3 Highway ** Improvements Highway ** Widening Highway ** Resurfacing Highway ** Bridge Work Highway ** New Interchange 8190F 8191F 8192F 8193F 8194F Autoroute ** Améliorations Autoroute ** Élargissement Autoroute ** Resurfaçage Aut. ** Travaux sur le pont Aut. ** Nouvel échangeur Sign Number Message Details Sign Number Message Details 8200E 8201E 8202E 8203E 8204E QEW Highway Improvements QEW Highway Widening QEW Highway Resurfacing QEW Highway Bridge Work QEW Highway New Interchange 8200F 8201F 8202F 8203F 8204F QEW Autoroute Améliorations QEW Autoroute Élargissement QEW Autoroute Resurfaçage QEW Travaux sur le pont QEW Nouvel échangeur February 2017 Page 4 of 12 B706

19 DETAIL ESTIMATING TEMPORARY TRAFFIC CONTROL DEVICES Option 4 Sign Number Message Details Sign Number Message Details 8195E 8196E 8197E 8198E 8199E Highway ** Improvements Highway ** Widening Highway ** Resurfacing Highway ** Bridge Work Highway ** New Interchange Road Closing/Restriction Notice Signs (TC-64) 8195F 8196F 8197F 8198F 8199F Autoroute ** Améliorations Autoroute ** Élargissement Autoroute ** Resurfaçage Aut. ** Travaux sur le pont Aut. ** Nouvel échangeur The designer shall contact the Regional Traffic Section for input in determining the location and messaging of road closing/restriction notice signs (TC-64). Automated Flagger Assistance Devices (AFAD) The locations of the AFAD are determined in consultation with the Regional Traffic Section. Portable Variable Message Sign (PVMS) The designer shall contact the Regional Traffic Section for input in determining the PVMS location or relocation. Location of the PVMS should be based on the clear zone guidelines specified in the Roadside Safety Manual. If the sign has to be installed closer to the EP, then provisions for protecting traffic from the hazard should be considered and included in the design. The designer shall determine if a temporary granular pad or crib is required to install the PVMS at the specified location or relocation. If the contract is in a bilingual area, an additional PVMS sign shall be installed for the approved equivalent French message. The French and English PVMS shall be spaced a minimum of 150 m apart. PVMS sign messaging shall be provided by the Regional Traffic Section. February 2017 Page 5 of 12 B706

20 DETAIL ESTIMATING TEMPORARY TRAFFIC CONTROL DEVICES Source of Information The Regional Traffic Section is the main source of information for the above noted tender items. The Regional Traffic Section shall provide input for the preparation of the signing table for contract information signs COMPUTATION The basis of payment for Temporary Traffic Control Signs is lump sum. In the tender, the item is lump sum with a quantity of 100%. Road Closing/Restriction Notice Signs (TC-64) is a Plan Quantity Payment Item. The quantity is based on each road closing/restriction notice sign installation. The unit of measurement for Road Closing/Restriction Notice Sign is each. Automated Flagger Assistance Devices is a Plan Quantity Payment Item. The AFAD item price includes supply and placement at the initial location, and as many relocations of the AFAD as is required. The contract quantity of AFAD should be the maximum number of AFAD required to be in operation at any time over the contract duration. The unit of measurement for AFAD is each. Portable Variable Message Sign (Temporary) is a Plan Quantity Payment Item. The PVMS (Temporary) item price includes supply and placement at the initial location. The contract quantity of PVMS should be the maximum number of PVMS required to be in operation at any time over the contract duration. The unit of measurement for PVMS (Temporary) is each. Portable Variable Message Sign, Relocation is a Plan Quantity Payment Item. The PVMS, Relocation item price is for the number of relocations of the PVMS. The unit of measurement for PVMS, Relocation is each DOCUMENTATION Contract Drawings Contract Information Sign The contract information sign number and message shall be detailed in a signing table and included in the contract drawings for review and approval by the MTO Regional Traffic Section. February 2017 Page 6 of 12 B706

21 DETAIL ESTIMATING TEMPORARY TRAFFIC CONTROL DEVICES Sample Sign Table Sign Number Message Details Sign Number Message Details 8190E Highway 401 Improvements 8190F Autoroute 401 Améliorations Road Closing/Restriction Notice Signs (TC-64) The designer shall prepare a plan view drawing at a scale of 1:1000 or a scale as directed by the Regional Traffic Section to detail the location and message information for review and approval by the Regional Traffic Section. The final plan view sign lay-out drawing shall be included in the contract drawings along with the message details. AFAD The AFAD locations are shown on the contract drawings, typically on staging drawings. Where multiple AFAD or AFAD relocations are required, the AFAD are numbered, e.g. AFAD-1, AFAD-2, etc. The AFAD station location is shown along with offsets. PVMS The PVMS or PVMS relocations are shown on the contract drawings, typically on staging drawings. Where multiple PVMS locations are required, the PVMS are numbered, e.g. PVMS-1, PVMS-2, etc. Where multiple PVMS relocations are required, they are numbered, e.g. PVMS-1-R1, PVMS-2-R2, etc. A detail shall be provided in the contract drawings for the construction of a granular pad or crib if required for any PVMS locations or relocations Schedule of Materials Signs supplied by MTO are listed in the Schedule of Materials to be Supplied by the Owner Quantity Sheets Road Closing/Restriction Notice Signs (TC-64) Road closing/restriction notice signs shall be indicated on the Miscellaneous 1 Quantity Sheet by a quantity of 1. The quantity shown on the q sheet shall be equal to the number of signs detailed in the Contract Drawings. February 2017 Page 7 of 12 B706

22 DETAIL ESTIMATING TEMPORARY TRAFFIC CONTROL DEVICES AFAD Each AFAD is shown on a separate line entry on the Miscellaneous 1 Quantity Sheet by a quantity of 1. The AFAD is identified in the Location/Description column by the same identifier used on the contract drawings, e.g. AFAD-1, AFAD-2, etc. PVMS PVMS (Temporary) shall be indicated on the Miscellaneous 1 Quantity Sheet. PVMS (Temporary) is identified in the Location/Description column by the same identifier used in the contract drawings, e.g. PVMS-1, PVMS-2, etc. Quantity Sheet information should include highway, stage, and station and offset for each PVMS (Temporary). The Portable Variable Message Sign (Temporary) is a variation item. The temporary base requirement (existing ground, granular pad, timber crib) is specified by variation. The language of message (English or French) is also specified by variation. A separate column on the quantity sheets is required for each variation. PVMS, Relocation shall be indicated on the Miscellaneous 1 Quantity Sheet. PVMS, Relocation is identified in the Location/Description column by the same identifier used in the contract drawings, e.g. PVMS-1-R1, PVMS-2-R2, etc. Quantity Sheet information should include highway, stage, and station and offset for each PVMS relocation. The Portable Variable Message Sign, Relocation item is a variation item. The temporary base requirement (existing ground, granular pad, timber crib) is specified by variation. The language of message (English or French) is also specified by variation. A separate column on the quantity sheets is required for each variation The individual column entries are totalled into the tender total which is transferred to the Form of Tender Documentation Accuracy Stations and quantities shall be recorded to the whole number. Offsets shall be recorded to the nearest 0.1 m. February 2017 Page 8 of 12 B706

23 DETAIL ESTIMATING TEMPORARY TRAFFIC CONTROL DEVICES APPENDIX Option 1 Contract Information Sign Examples February 2017 Page 9 of 12 B706

24 DETAIL ESTIMATING TEMPORARY TRAFFIC CONTROL DEVICES Option 2 Contract Information Sign Examples February 2017 Page 10 of 12 B706

25 DETAIL ESTIMATING TEMPORARY TRAFFIC CONTROL DEVICES Option 3 Contract Information Sign Examples February 2017 Page 11 of 12 B706

26 DETAIL ESTIMATING TEMPORARY TRAFFIC CONTROL DEVICES Option 4 Contract Information Sign Examples February 2017 Page 12 of 12 B706

27 DETAIL ESTIMATING ADJUST CABLE GUIDE RAIL B ADJUST CABLE GUIDE RAIL - OPSS GENERAL Cable guide rail (CGR) systems consist of three steel cables mounted on wooden posts. The system is anchored by concrete blocks. The performance of the system is extremely sensitive to mounting height and the tension of the cables. Refer to the Roadside Safety Manual for further information on CGR. This applies to the adjustment of existing CGR only. For new CGR installations, refer to CDED B REFERENCES Roadside Safety Manual Highway Design Bulletin TENDER ITEM Adjust Cable Guide Rail (Normal, metre, PQP) SPECIFICATION The requirements for the adjustment of CGR are contained in OPSS SPECIAL PROVISIONS Refer to Chapter E of this Manual to review applicable standard special provisions STANDARD DRAWINGS Applicable standard drawings are contained in the 900 series of the Ontario Provincial Standard Drawings (OPSDs). February 2017 Page 1 of 3 B721-1

28 DETAIL ESTIMATING ADJUST CABLE GUIDE RAIL DESIGN Mounting height tolerances for CGR are provided in the Roadside Safety Manual. The purpose of the Adjust Cable Guide Rail item is to allow for the adjustment of the mounting height of an existing CGR installation. Generally, adjustment is necessary at locations where the pavement rehabilitation strategy will raise the existing ground elevation adjacent to an existing guide rail installation. An evaluation of existing guide rail will provide the designer with an inventory of the type of existing guide rail systems as well as the existing mounting height. When adjusting CGR systems, the posts remain in their current location and the cables are reinstalled at the new mounting height. If the CGR was installed according to OPSD , there should be approximately 150 mm of space available for adjustment assuming that this is the first adjustment. The cables are not to be installed within 200 mm of the top of the posts. This ensures that the cables do not interfere with the reflectorized strip. The Adjust Cable Guide Rail tender item also includes the removal and replacement of cable clamps and nails, the installation of one new turnbuckle per cable between anchor blocks, and the installation of new reflectorized strips COMPUTATION This is a Plan Quantity Payment item. For the adjust cable guide rail item, compute measurement in metres, from centre to centre of anchor blocks, along the centre line of the guide rail installation, with no additions made for the overlapping length at intermediate anchor blocks DOCUMENTATION Enter adjust CGR quantities, scaled from plans, onto the Quantities - Miscellaneous 1 sheet, showing station to station and location, left or right, with offsets if required. Use a separate line for each installation of CGR. Adjust CGR is shown on the contract drawings with the OPSD number shown adjacent to the symbol. February 2017 Page 2 of 3 B721-1

29 DETAIL ESTIMATING ADJUST CABLE GUIDE RAIL Documentation Accuracy Record station and quantity entries to the nearest whole metre. Record offsets only when the installation is not according to standard, and then to 0.1 m accuracy. February 2017 Page 3 of 3 B721-1

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31 DETAIL ESTIMATING PERMANENT INTERMEDIATE SIGN SUPPORT SYSTEM B PERMANENT INTERMEDIATE SIGNS AND SUPPORT SYSTEMS - SSP 799S GENERAL A permanent ground mounted intermediate sign support system is defined as a permanent sign(s) and its breakaway support system with the total sign panel area including any tab(s) greater than 3.6 m² and less than or equal to 7.2 m². The sign panel(s) shall be plywood with a maximum width of 2.4 m and height ranging from 1.5 m to 3.0 m maximum. The intermediate sign is attached to the Slip-Safe Supreme system which is a proprietary breakaway support system developed by Nucor Marion Steel. This system consists of two steel posts each composed of two Rib-Bak posts bolted together along with associated hardware including breakaway components at ground level. This breakaway steel sign support system has been designed to appropriate wind speed and pressure for a 10 year return period in Ontario according to the Canadian Highway Bridge Design Code and meet the crash test acceptance requirements of NCHRP Report 350, Test Level 3. This system is acceptable for installations on all provincial highways REFERENCES Design and Contract Standards Office Memo # Roadside Safety Manual Ministry of Transportation Ontario Drawings (MTOD) Ontario Traffic Manual TENDER ITEMS Intermediate Signs, Ground Mounted, New Intermediate Signs, Relocation Intermediate Signs, Removal (Normal, each, PQP) (Normal, each, PQP) (Normal, each, PQP) SPECIFICATIONS The requirements for Permanent Ground Mounted Intermediate Sign Support Systems are contained in Standard Special Provision (SSP) 799S17. February 2017 Page 1 of 5 B799-10

32 DETAIL ESTIMATING PERMANENT INTERMEDIATE SIGN SUPPORT SYSTEM SPECIAL PROVISIONS Refer to Chapter E of this manual to review the applicable standard special provisions STANDARD DRAWINGS Applicable standard drawings are contained in the 900 series of the Ministry of Transportation of Ontario Drawings (MTODs) DESIGN Design shall be in accordance with the appropriate MTODs. The total sign(s) area including all tabs should be from 3.6 m² to 7.2 m². The maximum width (B) of the sign shall be 2.4 m and range of height (H) of the sign including all tabs shall be from 1.5 m to 3.0 m. While 2.4 m wide small signs with heights less than 1.5 m and areas less than 3.6 m² may be installed on intermediate sign support system, it is generally more economical to install small signs on a small sign support system. The designer shall contact the MTO Regional Traffic Office and/or Services Coordinators to obtain input in determining the condition of existing signs, required changes to existing signs, and new sign requirements. The designer shall prepare a list of all new signs, and signs to be relocated or removed. The list shall be summarized in the signing table for insertion into the contract documents. A sample signing table is shown in the Documentation section below. Sign installations are intended for installation on traversable roadsides with sideslopes 3H:1V or flatter, and posts should be offset more than 1.5 m from bottom of drainage ditches, and offset more than 2.1 m from the traffic face of a guide rail system. Design cross-sections shall ensure these minimum offsets are provided. Sign locations shall adhere to the minimum offsets specified in the applicable MTOD. Sign installations should not be installed within the 22 m x 6 m obstacle clear area behind guide rail terminal systems. Sign installations are intended for installation in competent soils of uniform composition. Site foundation conditions requiring a modification to the design or use of another sign support system include: Rock cut Rock fills Soil is exceptionally soft or loose. February 2017 Page 2 of 5 B799-10

33 DETAIL ESTIMATING PERMANENT INTERMEDIATE SIGN SUPPORT SYSTEM Source of Information The Regional Traffic Office and/or Services Coordinators are the main sources of information for the above noted tender items and shall provide input for the preparation of the sign inventory, signing table and sign lay-out drawings COMPUTATION These are Plan Quantity Payment Items. The quantity is based on each intermediate sign assembly installation, relocation, and removal. The unit of measurement for Intermediate Signs is for each intermediate sign assembly installed, relocated, and removed DOCUMENTATION Signing Table Where new signs are to be installed, the station location, offset from edge of shoulder, sign number, sign message description, sign size, total sign area, sign supplier and action information shall be detailed in the table. Where existing signs are to be relocated, the station location, offset from edge of shoulder, sign number, sign message description, sign size, total sign area, and action information shall be detailed in the signing table. The existing sign location shall be provided in the comments cell, for example as in the sample table below. Where existing sign installations are to be removed, the station location, offset from edge of shoulder, sign number, message description, sign size, total sign area, and action information shall be detailed in the table. February 2017 Page 3 of 5 B799-10

34 DETAIL ESTIMATING PERMANENT INTERMEDIATE SIGN SUPPORT SYSTEM Sample Signing Table Location: Highway 400 Northbound Station Offset From ES (m) Sign Number Gt1c + Gt1cB Gd17 + Gd17t + Gd17B + Gd17tB Gt1A + Gt1aB Symbol/ Message Description Conservation Park Advance + Conservation Park Advance (French) Municipality Centre off Hwy + Tab + Municipality Centre off Hwy (French) + Tab Provincial Park Advance + Provincial Park Advance (French) Size BxH (cm) 240x x x x x x30 240x x150 Sign Area (m²) Sign Supplied By 5.76 MTO Rel Action Comments Existing at MTO New None 6.48 N/A Rem Not required Notes: Offset from ES: Sign Size: Indicate offset from edge of shoulder to nearest edge of sign. Indicate dimensions of each individual sign board, B for width and H for height. Total Sign Area: Indicate total area of the sign board including any tabs. Supplied By: Action Code: Comments: For each sign board indicate the supplier, i.e. MTO, Other, or N/A. Indicate New, Rel for relocation and/or Rem for removal. Special comments that are not covered in any of the column such as existing sign location etc Drawings The Designer shall prepare a plan view sign lay-out drawing at a scale of 1:1000 or a scale as directed by the MTO Regional Traffic Office to detail all information shown in the signing table for review and approval by the MTO Regional Traffic Office. The final plan view sign lay-out drawing shall be a part of the Contract Document and the signing table may be shown on the same drawing. The Designer shall define all acronyms used in the signing table on the drawing Quantity Sheets Permanent new sign installations, relocations, and removals, shall be indicated on a Miscellaneous 1 Quantity Sheet by location, station and offset, and shall be equal to the number of signs detailed in the signing table. February 2017 Page 4 of 5 B799-10

35 DETAIL ESTIMATING PERMANENT INTERMEDIATE SIGN SUPPORT SYSTEM Schedule of Materials MTO-supplied signs are listed in the Tender document on the Schedule of Materials to be Supplied by the Owner. The designer shall enter the appropriate information, (i.e. U.O.M., Description, Supply Point, and Quantity) into the Contract Preparation System (CPS) on the Supplies by MTO form found under the Form of Tender menu item in the appropriate Work Project file. Note: Where more than one sign board or tab is mounted on a sign assembly, each individual signboard or tab is counted as one in the Schedule of Materials. (i.e. Where there is one signboard and two sign tabs on a sign assembly being supplied by MTO, a total of three would be added to the Schedule of Materials.) Documentation Accuracy Sign installation station shall be recorded to the nearest whole meter. Sign offset from the edge of the shoulder shall be recorded to the nearest 0.1 of a meter. Sign area shall be recorded to the nearest 0.01 of a square meter. Sign quantity shall be recorded to the whole number. Spot checking required. February 2017 Page 5 of 5 B799-10

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37 CHAPTER E SPECIAL PROVISIONS LIST OF ACTIVE SSPs E3-1 - LIST OF ACTIVE STANDARD SPECIAL PROVISIONS S.P. # Title Issue Date Imp. Date 100S02 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, NOVEMBER Ontario Provincial Standards 100F06 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, NOVEMBER Tender Items Governed By Municipal-Oriented Specifications 100F08 PROTECTION OF PUBLIC TRAFFIC - Restrictions on Construction Operations 100S15 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, NOVEMBER Utilities and Maintaining Roadways and Detours 100S21 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, NOVEMBER Indemnification and Insurance Requirements Concerning the Canadian Pacific Railway Company 100S22 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, NOVEMBER Indemnification and Insurance Requirements Concerning the Canadian National Railway Company 100F28 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, NOVEMBER Property; Aircraft and Watercraft; Boiler; and Contractor s Equipment Insurance 100S59 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, NOVEMBER Approvals and Permits, and Water Taking 100S62 (ATMS) AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, NOVEMBER Definitions, Substantial Performance, and Advance Payments for Material 101F02 AMENDMENT TO OPSS 120, NOVEMBER Identification of Waterbodies for Application of DFO Guidelines for the Use of Explosives In or Near Canadian Fisheries Waters 101S04 AMENDMENT TO OPSS 120, NOVEMBER Flyrock Incident Form - Part A Jan 2017 Feb 9, 2017 Nov 2016 Jan 12, 2017 Mar 2012 Apr 26, 2012 Nov 2016 Jan 12, 2017 Feb 2017 Mar 2, 2017 Nov 2016 Jan 12, 2017 Nov 2016 Jan 12, 2017 Nov 2016 Jan 12, 2017 Nov 2016 Jan 12, 2017 Dec 2014 Jan 8, 2015 Jan 2017 Jan 12, S11 ADDITIONAL EQUIPMENT - Equipment Option and Compensation Rates Mar 1985 Mar 1, S12 POWER RATINGS - Horse Power, Crawlers, Tractors, and Dozers Aug 1984 Aug 1, F13 LIQUIDATED DAMAGES - Inadequate Supply of Equipment, Labour and Material 101S18 AMENDMENT TO OPSS 102, OCTOBER Bar Coding on Material Delivery Invoices 101F21 OCCUPATIONAL HEALTH AND SAFETY ACT COMPLIANCE - List of Designated Substances 101F23 AMENDMENT TO OPSS 182, NOVEMBER Timing of In-Water Works, Oversight Requirements, and Measures to Avoid Harm to Fish 102S05 AMENDMENT TO OPSS 206, NOVEMBER Nuclear Moisture and Density Gauge and Modified Layer Compaction Method Aug 1984 Aug 1, 1984 Apr 1994 May 11, 1994 Nov 2014 Nov 6, 2014 Dec 2015 Dec 17, 2015 Sep 2016 Oct 13, 2016 March 2017 Page 1 of 13 E3-1