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<br />. <br /> <br />F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S <br />QUALIFICATIOl'lS FOR THIS CONTRACT <br />(Present as many projects as requested by the agency, or 10 projects, if not specified. <br />Complete one Section F for each project.) <br />21. TITLE AND LOCATION (Ot)'andSlalC) <br />Drainage Improvements to Broad Canal <br />Miami, Florida <br /> <br />20. EXAMPLE PROJECT KEY <br />NUMBER <br /> <br />10 <br /> <br />PROFESSIONAL SERVICES <br />Land Survevinq <br /> <br />22. YEAR COMPLETED: 2003 <br /> <br />CONSTRUCTION (If applicahlc) <br />N/A <br /> <br />23. PROJECT OWNER'S INFORMATION <br /> <br />a. PROJECT OWNER b. POINT OF CONTACT NAME <br />Miami-Dade Count DERM-DORM Marina M. Blanco-Pa e, P.E. <br />24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, sioe. and cost) <br /> <br />c. POINT OF CONTACT TELEPHONE NUMBER <br />305-372-6550 <br /> <br />. <br /> <br />DESCRIPTION: Boundary and Topographic Survey of Broad Canal, located along S.W. 64th Avenue between Miller Drive and Sunset <br />Drive (S.w. 56th Street and S.W. 72nd Street) for approximately 5,800 lineal feet. <br />COST: Professional Fees: $34,000 <br />SCOPE OF WORK: The following information was documented on our Survey: <br />. Plan and Profile Views <br />. Survey Baseline <br />. County Section Line which cross the Canal <br />. County R/W and easements limits <br />. Canal Centerline <br />. Top of Banks Delineation <br />. Hard Bottom Delineation (Maximum Hard Bottom Depths) <br />. Top of Sediment Delineation <br />. Water Level Delineation at time of Survey <br />. Canal Utility Crossings and Existing Outfalls <br />. Survey of all general obstructions that fall within the affected canal RJW and easement limits <br />. Existing Culvert information including invert, diameter, length, material and general condition <br />. Location of existing bank erosion or cave-ins which are proposed for restoration <br />. Potential areas identified for temporary storage <br />. Canal Cross Sections at 100' intervals <br />. Cross section information H & V @ 1=10' <br />. All Points Taken at Cross Section spaced at 5' intervals for 15'or > wide canal <br />. All Points Taken at Cross Section spaced at 2' to 3' intervals for canals < than 15' wide <br />. Note the existing Bottom (Top of Sediment) and Side Slope Elevation <br />. Values of the hard Bottom and top of Sediment Elevations at 10' intervals <br />. Top of Bank Elevation <br /> <br />. Maximum hard bottom depth value of the Cross Section <br /> <br />25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT <br /> <br /> (1) FIRM NAME (2) FIRM LOCATION (Otl' and Slate) (3) ROLE <br />a. <br /> (1) FIRM NAME (2) FIRM LOCATION (O(l'and State) (3) ROLE <br />b. <br /> (1) FIRM NAME (2) FIRM LOCATION (On' and Slate) (3) ROLE <br />C. <br /> (1) FIRM NAME (2) FIRM LOCATION (0,,' and Slate) (3) ROLE <br />d. <br /> (1) FIRM NAME (2) FIRM LOCATION (Ci,,' and Slate) (3) ROLE <br />e. <br /> (1) FIRM NAME (2) FIRM LOCATION (Citl' and State) (3) ROLE <br />f. <br /> <br />. <br /> <br />AUTHORIZED FOR LOCAL REPRODUCTlOl' <br />MANDATORY USE DATE OF FORM 6/2004 <br /> <br />STAl'iDARD FORM 330 (6/2004) PAGE 6 <br />