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<br />r) <br /> <br />C [ T Y <br /> <br />e(~~'"':._~ <br />'.-:,y.~-~,-: <br />\ ".-' . C-' -;.0" . <br />, ...., o. ..' <br />r,."u :"....... <br /> <br />SUN N Y <br /> <br />ISLES <br /> <br />BEACH <br /> <br />o F <br /> <br />CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS <br /> <br />DISTRICTWIDE UTILITY LOCATION SERVICES, FDOT, DISTRICT 6 (2000 - 2005) - Mr. Gatelllead <br />the survey services for this contract which involved designating, locating, surveying and mapping of <br />existing surface and subsurface utilities to support the design of construction plans on projects selected by the <br />Department. Contact: Mr. Tony Soto (305) 470-5232 <br /> <br />MIAMI INTERMODAL CENTER (SURVEYING, UTILITY LOCATING & DESIGNATING) (SUB) FDOT, DISTRICT 6 <br />Survey Task Leader for this contract which involved surveying and mappings as well as designating, locating, surveying <br />and mapping of existing surface and subsurface utilities to support the three design consultants for the MIC under <br />contract to FOOT. <br /> <br />) <br /> <br />MINOR PROJECT SPECIFIC CONTRACTS (PRIME AND SUB ON NUMEROUS JOBS) <br /> <br />SR.5/US.1 ALONG BISCAYNE BOULEVARD, FDOT, DISTRICT 6 (11/2004 - 6/2006) - CEI survey from NE 135 <br />Street to NE 210 Street. Verification of horizontal and vertical control, reestablishment of survey baselines, soundings on <br />the Oleta River bridge, verification of pre/post construction cross sections, verified the height of the installed light <br />structu res. <br /> <br />SR.860/MIAMI GARDENS DRIVE FROM NW 27th AVENUE, FDOT, DISTRICT 6 - Typical CEI survey involved the <br />stakeout of project limits, and performed pre/post construction verification of cross sections, incidental engineering <br />surveys, verification of location of structures. Contact: Mr. Saud Khan (305) 470-5344 <br /> <br />SR.5/US.1 ROOSEVELT BRIDGE IN MARTIN COUNTY, FL, FDOT, DISTRICT 4 - CEI survey of this 1.5 mile bridge <br />project. Involved horizontal and vertical control verification, stakeout of alignments of bridge and access roads, pre/post <br />construction cross section verification, verification of location of piling and structures including bridge columns and <br />retaining walls, verified final cross sections on retaining ponds. Contact: Mr. Patt McCann (954) 777 -4160/Mr. Michael <br />Bonin, Figg Engineering (904) 224-7400 <br /> <br />SR.25/US.27 FDOT,DISTRICT 4 - This project was 1 mile south of the Broward/Palm Beach County Line through 2 <br />miles north of Palm Beach County. Typical CEI survey involved the stakeout of project limits, and performed pre/post <br />construction verification of cross sections, incidental engineering surveys, verification of location of structures. Involved <br />demucking and filling for the extent of the project. Contact: Mr. Patt McCann (954) 777-4160 <br /> <br />SR.607 (EMERSON AVENUE) FROM SR.614 (INDRIO ROAD) TO INDIAN RIVER COUNTY LINE, FDOT, DISTRICT 4 <br />Full Design Survey 2.5 miles. Establishment of Control Network, recovery of Historical Baseline and full Topo and DTM <br />from the center of the existing canal to the East Right of Way of SR-607. Contact: Mr. Robert Rubio P.E., FOOT (954) <br />777-4160 <br /> <br />~~.ALEMAN <br />.\: '\"i"Lial~..IIl". <br />CO'~Slil 1 ";G f'~::;'''E E ~ S 6 SL'A~'fYO"S <br /> <br />R. J. BEHAR & COMPANY, INC. I RFQ No. 11-11-02 I 26 <br />