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RFP No. 10-07-02 Fishing Pier
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Beiswenger - Structural
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Last modified
11/5/2010 10:29:44 AM
Creation date
11/4/2010 4:01:32 PM
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CityClerk-Bids_RFP_RFQ
Project Name
Demolish Fishing Pier
Bid No. (xx-xx-xx)
10-07-02
Project Type (Bid, RFP, RFQ)
RFP
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<br />that no detrimental effect will result. The Engineer may direct that temporary features be left in <br />place. <br />104-6.6 Signed and Sealed As-Built Drawings: Prior to final acceptance of the project, <br />submit to the Engineer three copies of as-built drawings and a certified survey verifying the as- <br />built conditions for all installed and constructed surface water management systems. The as-built <br />drawings and certified survey must satisfy all the requirements and special conditions listed in <br />the Water Management District's Environmental Resource Permit (ERP) and any applicable <br />local permit. The as-built drawings and certified survey must be signed and sealed by an <br />appropriately licensed professional registered in the State of Florida. Final payment is contingent <br />upon Department acceptance of the as-built drawings and certified survey. <br />If the ERP does not contain specific requirements, provide as-built drawings with <br />the following information as a minimum: <br />I. Discharge structures: structure identification number, type, locations (latitude <br />and longitude), dimensions and elevations of all, including weirs, bleeders, orifices, gates, <br />pumps, pipes, and oil and grease skimmers. <br />2. Side bank and underdrain filters, or exfiltration trenches: locations, dimensions <br />and elevations of all, including clean-outs, pipes, connections to control structures and points of <br />discharge to receiving waters. <br />3. Storage areas for treatment and attenuation: storage area identification number, <br />dimensions, elevations, contours or cross-sections of all, sufficient to determine stage-storage <br />relationships of the storage area and the permanent pool depth and volume below the control <br />elevation for normally wet systems. <br />4. System grading: dimensions, elevations, contours, final grades or cross-sections <br />to determine contributing drainage areas, flow directions and conveyance of runoffto the system <br />discharge points. <br />5. Conveyance: dimensions, elevations, contours, final grades or cross-sections of <br />systems utilized to divert off-site runoff around or through the new system. <br />6. Water levels: existing water elevations and the date determined. <br />7. Benchmarks: location and description (minimum of one per major water <br />control structure). <br /> <br />104-7 Maintenance of Erosion and Sediment Control Features. <br />104-7.1 General: Provide routine maintenance of permanent and temporary erosion and <br />sediment control features, at no expense to the Department, until the project is complete and <br />accepted. I f reconstruction of such erosion and sediment control features is necessary due to the <br />Contractor's negligence or carelessness or, in the case of temporary erosion and sediment control <br />features, failure by the Contractor to install permanent erosion control features as scheduled, the <br />Contractor shall replace such erosion control features at no expense to the Department. If <br />reconstruction of permanent or temporary erosion and sediment control features is necessary due <br />to factors beyond the control of the Contractor, the Department will pay for replacement under <br />the appropriate Contract pay item or items. <br />Inspect all erosion and sediment control features at least once every seven <br />calendar days and within 24 hours of the end of a storm of 0.50 inches or greater. Maintain all <br />erosion control features as required in the Stormwater Pollution Prevention Plan, Contractor's <br />Erosion Control plan and as specified in the State of Florida Department of Environmental <br />Protection Generic Permit for Stormwater Discharge from Large and Small Construction <br />Activities. <br />
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