information shall not be placed in the Pavement Design Report. The preliminary aggregate information shall be submitted at the same time that the final Pavement Design Report is submitted to the Ministry. Design Discussions and Reviews The Service Provider shall have a member of the Pavement Engineering team answers all reasonable questions related to the report, and any associated addenda, at any time until completion of construction. The Service Provider / Pavement Engineering team shall review the Contract Package to verify that all recommendations of the Pavement Design Report, and any associated addenda, have been correctly interpreted and properly incorporated into the final contract documents prior to submission of the Design Technical Presentation Package to the Ministry. 7.9.3 Deliverables Except where otherwise directed, project deliverables shall be produced as described in the PDP&G and this RFP. The Service Provider shall submit the deliverables specified in this section to the Ministry’s Project Manager. Any deliverable or addendum that contains a recommendation or an interpretation of results requires the signature and stamp of a professional engineer, licensed to practice in the Province of Ontario. These include, but are not limited to Pavement Design Report, Soils Investigation Report, and Laboratory Testing Reports. Pedological Sketches Pedological sketches shall be submitted in an appendix of two copies of the Pavement Design Report. The remaining copies of the Pavement Design Report shall contain only a CD-ROM copy of the sketches. The sketches can remain in field note format. The sketches shall indicate locations of all investigations and the type of equipment used. gINT Pavement Borehole and Corehole Data Requirement All borehole and corehole data shall be completed in the - gINT software file format (.gpj). The MTO gINT library file (MTO Library.glb) and the project template file (mto project template.gpj) are provided in the link below and shall be used to ensure consistency. Also, the borehole log, grain size distribution and plasticity chart shall follow the format given in the link under MTO RAQs Consultant – What’s New In RAQs. Below is the sample gINT project file excerpt containing some pertinent borehole information that is required in the gINT file. Refer to the MTO template file for the complete table.
Vertical and lateral clearances maintenance in conformance with the Traffic Management Guidelines for Structure Rehabilitation Projects. If this cannot be met, the Service Provider shall propose options to address inadequacies. Illumination requirements, when required Temporary traffic signals requirements, when required Road user benefit/cost analysis A queue and delay analysis/study to identify impacts during summer and non-summer weekdays and weekends. From this, traffic impacts associated with SP 100F08 recommendations and staging/detours shall be detailed. The staging/detour alternatives shall be submitted for Ministry review three (3) weeks prior to the 30% meeting. Traffic Management Plan The Service Provider shall prepare a detailed Traffic Management Plan for the recommended staging/detour designs. The purpose of this Traffic Management Plan is to: Provide safe and adequate traffic management requirements that are to be included in the construction tender documents. Determine the impact of any staging schemes for the safe and efficient movement of traffic Aid in the selection of staging schemes that will safely and adequately facilitate efficient operations without creating undue delay to the travelling public. Aid in proposing methods to inform the travelling public, emergency response agencies and other stakeholders of the potential impacts of the recommended staging/detour design. The OTM Book 7 be used, as a minimum, to plan and implement all traffic management in this Project. The Ministry has traffic management and incentive/disincentive SPs and NSSPs, which are specific for each Region and shall be incorporated into the Traffic Management Plan. The Service Provider shall use the Temporary Conditions Traffic Management Manual when designing Detour Route Markers for all 400-series highways, the QEW and highways with a posted speed of 90km/h or higher. For highways with a posted speed below 90km/h Detour Route Markers are to be designed in accordance with OTM Book 7 Highway XX shall be considered Freeway status as per OTM Book 7. The Service Provider shall provide recommendations for the need of reduced regulatory speeds at work zone locations. For each recommended location, the Service Provider shall detail the following: Limits of the regulatory speed reduction (Stations). Justification / reasoning for the reduction. Construction operations when the speed reduction would apply. Any additional conditions where the speed reduction would or would not apply. Any anticipated impacts.