Reso 2022-3334 - Laserfiche WebLink

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Mr. Mark Castano Keith Proposal for Geotechnical Study - Proposed Bella Vista Park March 30, 2022 Page 3 NV5 Proposal No. 22-O3O0REV1 3. For performing the fieldwork, NV5 will contact Sunshine One Call for advice about the location of underground utilities. Additionally, we require that any other available information regarding the location of undeuyound utilities be provided to us. NV5 cannot be held responsible for damage to below ground structures or utilities that are not identified to us. We specifically request any available information about the location of underground utilities for this project. 4. An NV5 representative will layout test locations based on the furnished drawings. NV5 will perform borings in areas that are indicated to be free from underground utilities. 5. Based on our field data we will perform engineering analyses and prepare an engineering report with evaluations and discussions of the geotechnical aspects of the proposed development, and provide geotechnical recommendations for design and construction. Specifically, the report will provide: • Drawings showing test locations, a graphic summary of the generalized subsurface conditions, and boring logs with detailed descriptions of the materials encountered. • Discussion of generalized subsurface conditions at the site including groundwater including hydraulic conductivity. • Discussion of feasible foundation type(s) for the proposed construction. • Design parameters for the recommended foundation type, including vertical and lateral load resistance, including recommendations for driven piling for the bulkhead and dock. • Estimates of foundation settlements. • Modulus of subgrade reaction for any slabs on grade • Design parameters for sheet piles including unit weight, angle of internal friction, and earth pressure coefficients • Recommendations for site preparation and grading, including the re -use of site -excavated materials for fill, fill placement and compaction, and slab and pavement subgrade preparation. • Construction considerations including excavation support and dewatering, impacts of existing foundations, and impacts for adjacent structures. The report will be signed electronically and sealed by a professional engineer licensed in the State of Florida. COMPENSATION We can complete the scope of services proposed herein for a lumpsum fee of $5,250. The fee assumes access to the test locations will be provided at no cost to us and that the test locations can be accessed with a regular truck -mounted drill rig. AUTHORIZATION AND SCHEDULE Our work will be performed in accordance with the attached General Terms and Conditions. The attached Proposal Acceptance Agreement should be completed to serve as our written authorization to proceed. We can begin the fieldwork on this project within three to four workweeks following receipt of written authorization. The field work will require one (1) to 2 workdays. Our report can be submitted within two work weeks following the completion of the field work. lm CONSTRUCT IONQUAIITY<\SSURANCE IiNFRA3IPIY,IhRE-f:NE.RGY PROGRANIVIANAGF-MENT CNVIROiNNFNfAL 445