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Coastal Systems International, Inc.
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(11-11-02) Civil Engineering Services to Design Street & Drainage Improvements
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Coastal Systems International, Inc.
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Last modified
2/8/2012 4:27:38 PM
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2/8/2012 4:25:04 PM
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CityClerk-Bids_RFP_RFQ
Project Name
Civil Engineering Svcs
Bid No. (xx-xx-xx)
11-11-02
Project Type (Bid, RFP, RFQ)
RFQ
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<br />-) <br /> <br />~. <br />~ <br />SYSTEMS <br />~ <br /> <br />.,... Ardarmn & Associates, Inc. ([j) I <br />~ C'roochicaJ. EnvirCXlTerla ad HAD 0 N N E <br />~. Mlt91as CorIsUlarts <br /> <br />December 2, 2011 <br />City of Sunny Isles Beach <br />Request for Qualifications <br />Civil Engineering Services to Design <br />Street and Drainage Improvements <br />RFQ No.: 11-11-02 <br />Page 40 <br /> <br />Miami-Dade County, Land Surveying Services for Wharf I, located at <br />the Port of Miami, Florida <br />Provided Topographic Survey and prepared a Map of Topographic <br />Survey of existing ground under existing Wharf 1. Wharf I is <br />about 850' long by 85' wide. The topographic survey was to <br />develop a TIN file of the ground surface under the wharf and <br />extend water-ward about 30' beyond the face of the wharf. The <br />survey also included the location of 15-20 geotechnical borings on <br />the top side of the wharf and the approximate location of 5 sections <br />of existing rip-rap located within the project area. The topographic <br />survey entailed tasks establish Horizontal Control relative to <br />NAD83/2007 and Vertical Control relative to NA VD88. Control <br />stations to be established at +/- 1000' intervals and placed in <br />locations not subject to construction and able to be verified/ <br />utilized during construction. Created a grid based on the location <br />of all existing piles suppOlting the wharf as necessary to delineate <br />existing ground conditions. The same methodologies were used to <br />determine horizontal location and elevations for geotechnical <br />borings and limits of rip-rap. <br /> <br />ABRAHAM HADAD, PSM <br /> <br />) <br /> <br />Miami Dade Seaport of Miami, Cruise Terminal D & Terminal E <br />Improvements, Florida <br />Miscellaneous Construction Survey Services. Performed all <br />construction layout services for the entire project, requested for <br />modification and improvement to optimize the use of existing <br />Cruise Terminals D and E. <br /> <br />United States Dept. of the Interior, National Park Services, <br />Everglades National Park, Florida <br />Replace two (2) Failed Plugs (Dames at Cape Sable (East of Cape <br />and Homestead Dams, EVER-152464 with the United State <br />Depattment of the Interior, National Park Service. Establish <br />Horizontal and Vertical Control Points and layout work limits at <br />the East Cape Canal and Homestead Canal Dam locations, and <br />confirm the proposed locations at all topographic, construction, or <br />other items affecting the work. Established line and grade and <br />installed offsets of the proposed steel sheeting structures at the <br />East Cape Canal Dam locations. Installed temporary markers, for <br />the wood channel marker piling, in Lake Ingraham. Periodic on- <br />site survey as needed, including but not limited to layout of the <br />proposed mooring piles, walkway, gangway, and final grade <br />elevations. <br /> <br />Corpo'"te Office: 464 South Dixie Highway. Coral Gables, Florida 33146. Tel: 305.661-3655 . Fax: 305-661-1914 <br />Regional Office: 2047 Vista Parkway, Suite 101. West Palm Beach, Florida 33411 . Tel: 561-640-1003. Fax: 561-640-1009 <br />www.coastalsvsremsint.comeinfo@coastalsystemsint.com <br />
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