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Edgewater Creek Bridge Replacement November 2023 132 DIVISION6.GR6 1 Division 6 2 Structures 3 4 6-01.GR6 5 General Requirements for Structures 6 7 6-01.5.GR6 8 Work Access and Temporary Structures 9 10 6-01.5.INST1.GR6 11 Section 6-01.5 is re-titled and revised to read: 12 13 6-01.5.OPT1.FB6.DOCX 14 (April 1, 2019) 15 Work Access 16 The Contractor shall construct work access to accommodate all work within the wetted 17 perimeter, or vertically above the sensitive area, of *** Edgewater Creek and adjacent 18 wetlands ***, as shown in the plans or staked by the Engineer. The Contractor shall 19 construct and remove the work access in accordance with all environmental regulations 20 and permits, including those specified in Sections 1-07.5 and 1-07.6. 21 22 Submittals 23 The Contractor shall submit Type 2 Working Drawings of the work access, except 24 that if the Contractor chooses an access alternative using a work trestle structure, 25 the Working Drawings shall be Type 2E. The Contractor shall design the work access 26 structure to withstand all applicable loads in accordance with accepted design codes. 27 The Contractor shall specify the design code(s) in the design calculations and 28 working drawings. 29 30 The Contractor shall include information with the work access submittal on the 31 construction equipment that will use the work access. The Contractor shall specify 32 the type and model of construction equipment to be used, and shall include 33 equipment catalogue cuts with capacities and geometry. The Contractor shall include 34 anticipated wheel or track loads, axle spacings, outrigger geometry and reactions, 35 crane pick angles and reach, and other equipment details. 36 37 6-01.5.OPT1(B).GB6 38 (April 6, 2015) 39 Payment 40 Payment will be made in accordance with Section 1-09.3 for the following bid item: 41 42 "Work Access - ___”, lump sum. 43 44 6-02.GR6 45 Concrete Structures 46 47 6-02.2.GR6 48 Materials 49 50