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<br />~ <br />m <br />SYSTEMS <br />~ <br /> <br />May 26, 2010 <br />City of Sunny Isles <br />Request for Qualifications for <br />Professional Engineering Services <br />RFQ No.: 10-04-01 <br />Page 4 <br /> <br />and reduction in beach nourishment event frequency overall may be beneficial in maintaining adequate <br />beach width for shore protection and for recreational use. Coastal Systems conducted a comprehensive <br />coastal engineering study for Sunny Isles to evaluate coastal processes along the shoreline of Sunny Isles. <br />Detailed hydrographic surveys of two existing submerged breakwaters were conducted along with beach <br />profiling to provide data for input into the numerical modeling software. Offshore wave statistics were <br />prepared utilizing wave data from 1980-1999 to obtain annual conditions that influence sediment <br />transport. Wave modeling was conducted by utilizing the Danish Hydraulics Institute (DHI) MIKE 21 <br />Spectral Wave (SW) model to simulate offshore waves propagating onshore. This model was coupled <br />with the MIKE-21 Hydrodynamic (HD) model to determine the littoral current generated by breaking <br />waves. The resulting sediment transport was evaluated to identify erosion trends along the shoreline. The <br />numerical modeling results indicated that the north segment is characterized with the highest degree of <br />erosion, while the south section was mildly erosional, and the middle section was relatively stable. Two <br />hot spots were identified in the northern section, and wave focusing results were evaluated. Beach <br />management recommendations were prepared based on the coastal engineering results, and coastal <br />structure concepts were prepared for shore stabilization. Additional beach management recommendations <br />were provided as longer term solutions to reduce erosion rates, mitigate local hot spots, and to extend the <br />life of beach nourishment projects. <br /> <br />Trump Redevelopment Project, Sunny Isles Beach, Florida <br />The Trump Redevelopment project consisted of three phases: Trump Palace Condominium, Trump <br />Royale Condominium, and Trump Sonesta Hotel. Trump Palace Condominium consisted of the <br />construction of a 45 story, 278 unit tower with tri-Ievel understructure parking garage, cabanas, <br />swimming pool, spa, water features, hardscape, and landscape/lighting activities. Trump Royale <br />Condominium included the construction of a 45-story, 391 unit tower on a bi-Ievel garage pedestal, <br />swimming pool and spa atop the garage, on-site and off-site dune enhancement activities, and hardscape, <br />landscape, and lighting activities. For the Palace and Royale Condominiums, Coastal Systems obtained <br />the Department of Environmental Protection (DEP) Coastal Construction Control Line (CCCL) Permits <br />as required for structures and activities that cross seaward of the CCCL. Lighting plans were approved by <br />the Florida Fish and Wildlife Conservation Commission as part of the CCCL permit process. Coastal <br />engineering services were provided to determine the anticipated impacts of a 100-year storm event on the <br />structure. This analysis provided the anticipated wave crest height, as well as the eroded profile associated <br />with a 100-year storm event. A Wave Load Analysis was also conducted to provide the wave load forces <br />on vertical walls and columns during a 100-year storm event. Additionally, Coastal Systems provided <br />DEP CCCL permitting services for the Trump Sonesta Hotel to construct a shaded seating area seaward <br />of the hotel and to provide dune enhancement activities, landscaping, and lighting activities on site. The <br />lighting activities/plans were also approved by the Florida Fish and Wildlife Conservation Commission as <br />part of the CCCL permit process. <br /> <br />La Perla, Sunny Isles Beach, Florida <br /> <br />The La Perla Condominium project consisted of construction of a 42 story, 326 unit superstructure with a <br /> <br />multi-level parking base. The beachside pool deck included a free-form swimming pool, circular spa, and <br /> <br />multiple metal-framed cabana structures. Additionally, the developer remodeled the adjacent 163rd Street <br /> <br />end that acts as a public access point to the beach. Coastal Systems provided environmental permitting as <br /> <br />well as coastal engineering services for the project. Specifically, Coastal Systems obtained the <br /> <br />Department of Environmental Protection (DEP) Coastal Construction Control Line (CCCL) Permit as <br /> <br />required for structures and activities that cross partially or wholly across the recorded CCCL. In addition <br /> <br />to the structures noted above, Coastal Systems obtained authorization for excavation and fill, hardscape, <br /> <br />landscape, and lighting activities. Lighting plans were approved by the Florida Fish and Wildlife <br /> <br />Conservation Commission. Coastal Systems' coastal engineering team prepared a site specific 100-year <br />Corporate Office: 464 South Dixie Highway. Coral Gables, Florid.l33146. Tel: 305-661.3655 . Fax: 305.661.1914 <br />Regional Office: 2047 Vista Parkway, Suite 1010 West Palm Beach, Florid.l33411. Tel: 561.640.1003. Fax: 561.640.1009 <br />,,""....... .coastalsvstemsint .com- info@coastalsysternsint.com <br />