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Specifications - City of Montpelier, Vermont

Specifications - City of Montpelier, Vermont

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Title:<strong>Montpelier</strong> District Heating<strong>City</strong> <strong>of</strong> <strong>Montpelier</strong>, VT03050 – Concrete and Utility StructuresIssue Date:September 28, 2012Page #:8 <strong>of</strong> 8A. General Requirements1. Conform with the requirements <strong>of</strong> Section 02200 – Earthwork for subgradepreparation. Placement on natural grade is preferred, if stable.2. Allow pouredinplace concrete footings and floor slabs to reach a strength <strong>of</strong>3,500 psi before continuing structure construction.3. Provide continuous performed butyl rubber joint seal as specified in allhorizontal joints <strong>of</strong> precast structures.a. Install in accordance with manufacturer's recommendations.b. Butt ends together and do not overlap material.c. Leave protective paper in place during application and handling; removejust prior to coupling.4. Modular Link Type Seals and Sleeves: Conform with manufacturer'sinstallation procedures.B. Storm Sewer Connections: Where required, the CONTRACTOR shall core drillinto storm sewer to make the final drain connection, and in all instances close andseal all openings around the outside <strong>of</strong> the pipe in precast structures in accordancewith the <strong>City</strong> <strong>of</strong> <strong>Montpelier</strong> Department <strong>of</strong> Public Works, Design Standards forRoad and Utility Construction.C. Wall Penetrations and Exterior Waterpro<strong>of</strong>ing Systems: Prior to backfillingstructures and wall penetrations, install all exterior waterpro<strong>of</strong>ing seals andmembranes. Membranes must be left visible for the OWNER’S ProjectSuperintendent to inspect prior to backfilling. Backfilling around membranesprior to OWNER’S inspection may be grounds for rejection <strong>of</strong> work and reexcavation for inspection at the CONTRACTOR’S expense.3.2 MATERIAL TESTINGA. All concrete structures poured inplace shall be tested for compressive strength inaccordance with Section 01430 – Quality Assurance.B. The CONTRACTOR is responsible for all testing required for installation <strong>of</strong>concrete structural items.C. The CONTRACTOR shall provide record <strong>of</strong> Material Testing results (i.e.,concrete compressive strength) to the OWNER in accordance with the provisions<strong>of</strong> Section 01340 – Submittals.END OF SECTION 03050CONCRETE AND UTILITY STRUCTURES030508

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