Bolton & Menk will develop and bring all applicable meeting materials,
<br />including invitations/notices, boards, handouts, and sign -in sheets.
<br />0 Task 6: Preliminary Schematic
<br />Design
<br />Bolton & Menk will review the proposed street improvements, watermain
<br />replacement, sanitary sewer service rehabilitations, and storm sewer
<br />improvements with the city's initial scop in mind. However, we will also
<br />apply our expertise to determine if there should be an extension or change in
<br />scope, or a change in methods to achieve the same outcome.
<br />Work under this task includeds preliminary design (to approximately 15
<br />percent design level). This schematic design will include both proposed
<br />roadway and utility improvements. A cost estimate for this recommended
<br />design will be completed.
<br />QTask 7: Feasibility Report
<br />Work under this task includes identifying proposed improvements,
<br />identifying issues or risks to the project's success requiring greater
<br />exploration during final design, and communication of these elements to
<br />project stakeholders. We will perform the high-level preliminary design
<br />identified in previous tasks to determine if the project is necessary, feasible,
<br />and cost-effective.
<br />We will deliver a feasibility report that discusses each individual project
<br />segment, the research and analysis that was performed, the cost estimates,
<br />and the recommended improvements.
<br />Additionally, improvements to pedestrian facilities along Royal Lane will
<br />be investigated with a two dimensional analysis to determine potential
<br />connection locations. If the city decides to move forward with including
<br />these improvements with the project, additional topographic survey, design,
<br />estimates, and construction staking will be necessary and can be completed
<br />by Bolton & Menk, for an additional fee.
<br />Additionally, a preliminary assessment roll will be prepared for the city's
<br />preferred alternative in compliance with the requirements of the city's
<br />Special Assessment Policy and Minnesota Statutes Chapter 429. The
<br />feasibility report will be presented at a city council meeting, included in one
<br />of the five meetings identified in the Project Coordination task.
<br />(a Task 8: Project Plans
<br />Final design and construction plans will be completed in AutoCAD
<br />Civil 3D and developed in coordination with city staff. Major design
<br />components will include:
<br />• Removals/existing conditions plans, including locations of all
<br />existing utilities identified in the field survey or as mapped based on
<br />subsequent utility coordination
<br />• Typical sections
<br />• Standard details
<br />• Erosion control plan and stormwater pollution prevention plan
<br />(SWPPP), including proposed restorations
<br />• Grading plans for proposed pond dredging locations 13 assumed) below
<br />the water level
<br />• Watermain plan and profile sheets, including layout, valve locations,
<br />and connection points for the proposed watermain replacement
<br />segments in the reconstruction area only
<br />o Coordination with public works staff on watermain improvements
<br />and replacements, including temporary water service
<br />considerations
<br />• Sanitary sewer plan sheets, including identified service improvements
<br />(may be combined with storm or street sheets, to be determined during
<br />final design)
<br />o Coordination with public works staff to review sanitary sewer for
<br />locations of service replacements and repairs
<br />• Storm sewer plan sheets, including structure invert/rim elevations for
<br />identified storm sewer improvement locations (13 assumed) and for
<br />structures prior to ultimate outfalls at pond locations (12 assumed)
<br />• Storm sewer plan and profile sheets for storm sewer improvements
<br />identified near 4242 Norma Avenue
<br />• Street plan sheets, including roadway alignment and widths for the
<br />rehabilitation areas
<br />• Street plan and profile sheets, including roadway alignment, profile,
<br />and widths for the reconstruction areas and parking area
<br />• Intersection detail sheet for the reconstruction area only
<br />• Cross sections at 50-foot intervals, driveways, and critical design
<br />locations for reconstruction areas only
<br />• Signing and striping plans
<br />o No changes are proposed —where impacted by improvements,
<br />notes to salvage/reinstall sign posts along with their associated
<br />signage will be included and striping will be replaced in -kind
<br />• Traffic control plan sheets, including a construction staging plan, if
<br />necessary
<br />• Preparation of statement of estimated quantities, including street,
<br />utilities, and miscellaneous construction items, all consistent with the
<br />city's standard specifications, MnDOT item designation numbers, and
<br />measurement/payment requirements will be incorporated
<br />Design will be conducted to meet or exceed RCWD permitting requirements
<br />for stormwater management and erosion control. Upon completion of final
<br />plans, we will submit all required information to RCWD for verification/
<br />approval.
<br />Our scope of services assumes the project will be designed such that the
<br />RCWD stormwater management trigger for a Public Linear project (less than
<br />one acre of new or reconstructed impervious — excluding mill/overlay and
<br />reclamation methods) is a design constraint. As such, we do not anticipate
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