Reso 2020-031 - Laserfiche WebLink

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striping to indicate the difference between proposed and existing. Existing striping will be shown outside of the paving limits up to 25 feet into begin, end and cross streets. Traffic control plans are not included in this scope of work. The City desires to have the contractor prepare traffic control plans in accordance with project technical specifications and requirements and submit to the City's traffic engineering group for review. Technical specifications for traffic control will be further refined to add additional language regarding early submittal of traffic control plans by the contractor and that plans are street specific. The City's traffic engineering group will edit and provide comments to meet their requirements. It is assumed that all non-compliant curb ramps will be replaced or retrofitted (e.g., detectable warning surface embedded in concrete) in accordance with Greenbook or City based standards. Curb ramps will be replaced or retrofitted based on guidance from the Department of Justice/Department of Transportation Joint Technical Assistance on the Title II of the Americans with Disabilities Act Requirements to Provide Curb Ramps when Streets, Roads, or Highways are altered through Resurfacing dated July 8, 2013. Curb ramps will be identified as either Caltrans standard case or custom on the plans. Custom ramps will be detailed in the construction drawings. Ramps that can be replaced using a Caltrans or City standard case layout will not be included as a detail in the construction drawings. A topographic survey has been proposed for all curb ramps identified for replacement. The project will, to the extent possible and within the context of proposed rehabilitation, address visible drainage issues. No major drainage improvements are assumed for this project which require significant stormwater drain and pipe alteration and/or reconstruction. Green infrastructure design improvements are not included in this scope of work but can be added for additional scope and fee, as needed. Drainage improvements are expected for the two intersections (Aurora Drive at Walnut Drive and Monterey Blvd at Anza Way) where bulb outs are to be installed. The drainage improvements are expected to be limited to a trench drain and minor relocation of a drain inlet. The 70% PS&E will include the City's 2020 Pedestrian Crossing Improvements RFP which includes new RRFB systems, bulb outs, crosswalk improvements, and signage improvements for three intersections (Aurora Drive at Walnut Drive, Williams Street at Joyce Street, and Monterey Blvd at Anza Way). Consultant will prepare the Technical Specifications in MS Word format and will follow the City's formatting conventions. The Technical Specifications and details will reference the City's standard provisions and Greenbook Standards (including subsequent updates). Consultant will, however, recommend deviating from Greenbook Standards where necessary, if such changes will improve the likelihood of achieving a successful construction project without compromising the integrity of the design. Consultant will prepare Engineer's Cost Estimate in MS Excel format based on the most recent construction cost data available to consultant. This estimate will be updated and refined as the design effort progresses. It is assumed that the City will require a 15 -day review/comment period once the 70% PS&E package is submitted. Deliverables: Six (6) copies of 70% PS&E with full size plan sets. Consulting Services Agreement between City of San Leandro and Nichols Consulting Engineers for Annual Street Overlay/Rehabilitation 2019-21, Project No. 2020.0050 Exhibit A — Page 9 of 10