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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 />Schedule and perform clearing and grubbing so that grading operations can follow <br />immediately thereafter. Schedule and perform grading operations so that permanent erosion <br />control features can follow immediately thereafter if conditions on the project permit. <br />104-6.4 Details for Temporary Erosion and Sediment Control Features: <br />104-6.4.1 General: Use temporary erosion, sediment and water pollution control <br />features found in the E&SC Manual. These features consist of, but are not limited to, temporary <br />turf, rolled erosion control products, sediment containment systems, runoff control structures, <br />sediment barriers, inlet protection systems, silt fences, turbidity barriers, and chemical treatment. <br />For design details for some of these items, refer to the Design Standards and E&SC Manual. <br />104-6.4.2 Temporary Turf: The Engineer may designate certain areas of turf or <br />sod constructed in accordance with Section 570 as temporary erosion control features. For areas <br />not defined as sod, constructing temporary turf by seeding only is not an option for temporary <br />erosion control under this Section. The Engineer may waive the turf establishment requirements <br />of Section 570 for areas with temporary turf that will not be a part of the permanent construction. <br />104-6.4.3 Runoff Control Structures: Construct runoff control <br />structures in accordance with the details shown in the plans, the E&SC Manual, or as may be <br />approved as suitable to adequately perform the intended function. <br />104-6.4.4 Sediment Containment Systems: Construct sediment containment <br />systems in accordance with the details shown in the plans, the E&SC Manual, or as may be <br />approved as suitable to adequately perform the intended function. Clean out sediment <br />containment systems as necessary in accordance with the plans or as directed. <br />104-6.4.5 Sediment Barriers: Provide and install sediment <br />barriers according to details shown in the plans, as directed by the Engineer, or as shown in the <br />E&SC Manual to protect against downstream accumulation of sediment. Sediment Barriers <br />include, but are not limited to synthetic bales, silt fence, fiber logs and geosynthetic barriers. <br />Reusable barriers that have had sediment deposits removed may be reinstalled on the project as <br />approved by the Engineer. <br />104-6.4.6 Silt Fence: <br />104-6.4.6.1 General: Furnish, install, maintain, and remove silt fences, in <br />accordance with the manufacturer's directions, these Specifications, the details as shown on the <br />plans, the Design Standards, and the E&SC Manual. <br />104-6.4.6.2 Materials and Installation: Use a geotextile fabric made <br />from woven or nonwoven fabric, meeting the physical requirements of Section 985 according to <br />those applications for erosion control. <br />Choose the type and size of posts, wire mesh reinforcement (if <br />required), and method of installation. Do not use products which have a separate layer of plastic <br />mesh or netting. Provide a durable and effective silt fence that controls sediment comparable to <br />the and the E&SC Manual. <br />Erect silt fence at upland locations, across ditchlines and at <br />temporary locations shown on the plans or approved by the Engineer where continuous <br />construction activities change the natural contour and drainage runoff. Do not attach silt fence to <br />existing trees unless approved by the Engineer. <br />104-6.4.6.3 Inspection and Maintenance: Inspect all silt fences <br />immediately after each rainfall and at least daily during prolonged rainfall. Immediately correct <br />any deficiencies. In addition, make a daily review of the location of silt fences in areas where <br />construction activities have changed the natural contour and drainage runoff to ensure that the <br />silt fences are properly located for effectiveness. Where deficiencies exist, install additional silt <br />fences as directed by the Engineer. <br />
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