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• <br /> May 1,2012 <br /> CO ACOASTAL City of Sunny Isles Beach <br /> Request for Qualifications <br /> '%!*? Continuing Professional Architectural& <br /> V, v <br /> I �• 1 Engineering Services Firms Only(CCNA) <br /> ® 'MEM, RFQ No.: 12-04-02 <br /> Page 8 <br /> Experience with Similar Projects <br /> Coastal Systems has a broad range of capabilities specializing in civil engineering services throughout <br /> South Florida. This experience includes the planning and design of urban, barrier island stormwater <br /> management systems and utilities as summarized in the following pages. <br /> �, <br /> f <br /> IIII ■,L <br /> .• arisdjlC L <br /> -�•'"- C a� - °- er- w;e a -v <br /> __--- - .. -fit 0 rig- 4 a-r1:714.1S. <br /> 10 .'>�.= u <br /> OM 1001,:o... �M 454{' <br /> Vy <br /> tlM IF 4 c a f <br /> . n „ $• %•rte g -. ,� ��, �_, <br /> 11 <br /> M� , . -1 <br /> 511-` • Cell <br /> 1 .. � r J/ ,-, ••.1 `— <br /> ;St!: r ci�! t Capri South Beach Streetscape, Miami Beach, Florida <br /> bell t Coastal Systems provided streetscape design services to improve <br /> V� -7---7-..t,•:•,taw <br /> the Right-of-Way for 16th Street and Lincoln Terrace street ends as <br /> pan of the Capri South Beach Project. Capri South Beach <br /> Ain -. encompasses three (3) distinctive buildings on nearly 500 feet of <br /> . swaterfront on Biscayne Bay. The streetscape improvements <br /> j; . ' included decorative pavers along with parking, sidewalks and <br /> t - :%\ landscaping to accommodate adjacent residences as part of the <br /> e„v`. f overall neighborhood improvements. <br /> T s --,44--r.,-,--in Y 401 <br /> II t_ „ Prior to construction of the streetscape, Coastal Systems designed <br /> r - underground utilities. The Lincoln Terrace street end is <br /> 00 <br /> z; _ : approximately 325 feet long and required the design of a 12-inch <br /> water main extension. Similarly, the 16h Street extension is <br /> approximately 400 feet long, and required an 8-inch water main <br /> extension as well as the slip lining of an existing 8-inch sanitary <br /> sewer line. Both street ends were low in elevation and adjacent to <br /> 't' the bay and presented challenges for the drainage design. Detailed <br /> surveys ogra hic to were obtained to determine the drainage area <br /> _ __ P P <br /> for the Right-of-Way for use in the hydrology study. Several <br /> ;_� options were evaluated and an inverted-crown configuration for <br /> the street ends was selected. The drainage improvements included <br /> k ; ,•7.—ms , ; the design of stormwater pumping stations connected to outfalls <br /> !t:::/' <br /> , •/:,J.Pv .PP' ,"' -. , • with associated controls and structures. <br /> 0 <br /> Corporate Office: 464 South Dixie Highway•Cord G 1.Florida 33146•Td:3:5-661-3635•Fax:3:5661-1914 <br /> Regional Office 2&47 Vista Parkway.Suite 1:11Wal Pdm Bock;Florida 33411•Tel 561643-1 S3•Fax:56164;-1)9 <br /> .++cc ulsni®iim.mm•iv(egmasuhyrzmsirn com <br />