Laserfiche WebLink
1.08 The City will agree to the following revised project timeline: <br />A. November 3, 2023 - Substantial Completion of the road open to traffic, including <br />pavement striping. <br />B. December 1, 2023 - Final Completion for work behind the curb line including utilities, <br />lighting, sidewalks, etc. <br />C. April 26, 2024 — Landscape Completion for all landscape plantings and any remaining <br />paver areas completed. <br />1.09 The Contractor shall be responsible for planning and properly executing the Contractor's own <br />Maintenance of Traffic Plan for all work to be completed beyond Maintenance of Traffic Phases <br />I, II, and III as shown in the plan drawings. All work shall be in accordance with INDOT <br />standard specifications and the MUTCD. All Maintenance of Traffic costs shall be included in <br />the cost of the established Lump Sum pay item "Maintenance of Traffic." <br />1.10 Storm Structures do not require vacuum testing per City of South Bend Standard Section 3-3.4. <br />However, compaction, mandrel, and televising tests are required for all storm sewers. <br />1.11 Native aggregates will be accepted as approved by the City on a case -by -case basis only. <br />1.12 Recycled concrete will be allowed for use as size No. 53 aggregate for approved sources based on <br />the Contractor's provided testing results for size No. 53 gradation. <br />1.13 All storm structures labeled 2-foot diameter shall be a 24-inch diameter round inlet per City of <br />South Bend Standard Drawing 3-6. Alternately INDOT's Inlet Type A pre -cast concrete <br />structures would be acceptable. If INDOT's Type A structure is used then a Type 8 Frame with <br />Type 8 Grate and Type 8 Curb Box would be required. <br />1.14 CZ units are not required for the ends of barrier walls. Barrier wall end alignment shall be tapered <br />per the plan drawings. <br />1.15 Booting of structures is required for Core & Boot connections of new storm sewer pipes to <br />existing structures according to plan details. <br />1.16 The Contractor shall order materials ASAP upon awarding the contract. Contractor's shall <br />immediately provide the City with any information in detail involving any anticipated material <br />delivery delay. <br />1.17 The alternate bid deduct pay item numbers and descriptions have been revised for the bid, see the <br />BID TABS attached hereto. <br />1.18 There will be no underdrain connected to the storm inlets, the callouts for underdrain have been <br />removed from the plan and profile sheets of the Construction Documents. <br />1.19 In the case where concrete barriers are not available, as documented by the Contractor, metal <br />barriers will be allowed only when functioning to protect construction areas similar to concrete <br />barrier without and attachment of metal barriers to pavement allowed. <br />1.20 Regarding storm structures 129 and 147, the entire structure is not to be replaced. The Contractor <br />shall protect the lower portion of the structure at the large diameter storm pipes running north and <br />south. The Contractor shall reconstruct the structure upper portion as needed above the large <br />diameter storm pipes running north and south. <br />1.21 Regarding storm structure 134, the entire structure is not to be replaced. The Contractor shall <br />protect the lower portion of the structure at the large diameter storm pipes running north and <br />south. <br />1.22 All pavers shall be purchased by the Contractor, the City does not have any pavers from previous <br />projects remaining. All pavers shall be per make and color specified in the plan documents. <br />