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EXHIBIT "A" Scoae of Services: Consultant will provide professional engineering services to the City's Community Development Department in regards to current and potential improvements needed for Seaport Centre Maintenance District. Task 1. Data Collection and Existing Conditions Evaluations Task 1a. Attend Coordination Meetings and Project Management Consultant will coordinate with property owners and tenants, as needed, to ensure timely progress is made. This includes coordinating site access for survey crews. Task 1 b. Site Review, Survey, and Observations CONSULTANT will perform a site walk of the pertinent areas. Consultant will review levee structures and bay side erosion control, such as potential sloughing or rip-rap attrition. Levee review will be limited to obvious flaws and does not include any structural or geotechnical analysis. A topographic survey will be prepared to document the crest height of the levees. GPS (NAVD88) survey shots will be taken every 50-feet along the overall levee length of approximately 5,200-feet. The elevation datum of this survey will match the previous survey performed in 2010, for easy comparison. Task 2. Evaluate Proposed Projects and Probable Construction Cost Task 2a. Inspection and Observation Evaluatfon Consultants will compile the inspection and observation data for further review. Review will include identifying specific deficiencies and areas that may need repair in the near future. These areas will be tabulated and located on an exhibit for later use in the report. Task 2b. Proposed Project Identification Based on the areas identified in Task 2a, Consultant will outline conceptual repair projects. Concepts will be described in short list form, given identification numbers for cross-referencing and shown schematically on an exhibit for later use in the repo�t. The survey of levee heights will be plotted on a similar plan and profile as previous levee height survey done that was done in 2010. This will help identify locations that may have settted, or that may have been recently improved relative to the previous survey. Conceptual level calculation of the volumes and costs which it will take to raise the levees, both the earthen levees and the structural wall portions, from the present condition to the current base flood elevation plus freeboard of 10.8 (NAVD88). Task 2c. Engineer's Opinion of Probable Construction Cost Based on the projects identified in Task 2b, Consultant will prepare an Engineer's Opinion of Probable Construction cost. At a conceptual level, these costs will be based on typical unit cost of replacement and reflective of the conceptual nature of the proposed work. Consultant will not be obtaining bid costs from contractors. REV:05-11-15 VR Page 9 of 12 ATTY/AGR2015.092/BKF-Condition Report Update-Levee Survey