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• Indian River County Final Concurrency • Indian River County Stormwater • Indian River County ROW • Indian River County Utilities Approval • Indian River County Fire Department Approval • FDEP Domestic Wastewater • SIRWMD 10-2 Self Certification for Stormwater Design Modeling, Calculations & Reports • Stormwater Modeling for Dry Pond Design • Development of Stormwater Calculations in accordance with regulatory requirements • Development of Final Stormwater Report for Permit Submissions • Development of Private Lift Station Calculations • Development of Final Lift Station Report for Permit Submissions No endangered species, wetlands or other ecological permitting is anticipated or included herein. It should be noted that the site may have existing gopher tortoises and that ail coordination and permitting associated with the relocation of the tortoises will be provided by the County. The Consultant shall respond up to three (3) requests for additional information by the permitting agency. The County will be responsible for all permit fees and the Consultant will prepare all necessary applications and provide to County for signature. Task 6: Architectural Design Architect / MEP/ Structural • Establishment of design criteria for the proposed 320 SF Restroom Facility • On-site visit for field verification of the existing site conditions. • Preparation of architectural construction documents consisting of floor plans, elevations, roof plans and details, life safety plan, code review, schedules, general/construction details, notes and specifications. • Coordination with MEP and Structural. • Coordination with Owners Civil Engineer. • Establish design criteria for ventilation, electrical and plumbing. • Construction documents and specifications for electrical and plumbing, which include but are not limited to: floor plans, schedules, electrical and plumbing risers, electrical panels, reflected ceiling plans, details, etc. • Utility coordination for new electrical service. • Establish structural design criteria • Review of soil investigative reports as provided by Owner. • Design and preparation of the following: o Foundation plans and sections based on a conventional shallow foundation system with a minimum allowable soil bearing pressure of 2,000 psf. o Roof framing plan and sections. o Wind design pressures.