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7. Holes shall be blown clean with compressed air and be free of dust or standing <br /> water prior to application of grout. <br /> 8. Anchor shall be left undisturbed and unloaded for full curing period. <br /> 9. Anchors shall not be placed in concrete below 25 degrees F. <br /> 3.06 ADHESIVE CAPSULES <br /> Adhesive resin capsules may be used for setting and anchoring reinforcing dowels or anchor bolts _ <br /> into predrilled holes in concrete. Use of the adhesive resin capsules for anchorage of reinforcing <br /> dowels or bolts shall be as specified in Section 05500. <br /> 3.07 PRESSURE GROUTING <br /> Prior to grouting, systems and holes to be grouted shall be washed clean. Washing is not required _ <br /> for grouting soil voids outside pipe cylinders or casing pipes. Grouting, once commenced, <br /> shall be <br /> completed without stoppage. In case of breakdown of equipment, the Contractor shall wash out the <br /> grouting system sufficiently to ensure fresh grout and adequate bond and penetration will occur <br /> upon restarting the grouting operation. Grout pressure shall be maintained until grout has set. <br /> SECTION 05500 — MISCELLANEOUS METALWORK <br /> PART 1 — GENERAL <br /> 1.01 DESCRIPTION <br /> The Contractor shall provide miscellaneous metalwork and appurtenances, complete, in <br /> accordance with the Contract Documents. <br /> 1.02 SUBMITTALS <br /> Shop Drawings of all miscellaneous metalwork shall be submitted in accordance with Section — <br /> 01300 Submittals. <br /> 1.03 MEASUREMENT AND PAYMENT <br /> No measurement will be made. Full compensation for conforming to these requirements, <br /> including all the labor, materials, tools, equipment, incidentals and for doing all the work <br /> involved in this section necessary for completion of the work, as shown on the Contract Plans, <br /> as specified in the Standard Specifications, these special provisions and as directed by the <br /> Engineer, shall be considered as included in the prices paid for the various contract items of <br /> work involved and no additional compensation will be allowed. <br /> PART2 - PRODUCTS <br /> 2.01 GENERAL REQUIREMENTS <br /> A. Steel <br /> 1. Shapes, Plates, Bars ASTM A 36 <br /> Division III-95 NEI Phase II Water and Sewer <br /> July 2007 CIP Nos. 7468, 7589, 7590 <br />