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Bridgestone Retail Operations, LLC PROJECT MANUAL Version: Version: January 2012 SECTION 02370 DRILLED PIER FOUNDATIONS PART 1 GENERAL 1.01 WORK INCLUDED a. Bored end bearing cast-in-place concrete piers with reinforcing steel. 1.02 RELATED WORK a. Appendix A - Soil Investigation Data: Soil report. b. Section 01410 - Testing Laboratory Services. c. Section 02200 - Earthwork: Cut and fill to specified level and/or designated bearing elevation. d. Section 03300 - Cast-in-Place Concrete: Specifications for concrete. 1.03 QUALITY ASSURANCE a. No additional requirements. 1.04 SUBMITTALS a. Test Reports: Reports of all tests and inspections shall be forwarded to the Owner, the Architect, the Structural Engineer and the Contractor. Reports of tests shall state whether or not tests conform with contract documents. 1.04 STORAGE AND HANDLING a. No additional requirements. PART 2 PRODUCTS 2.01 MATERIALS a. Concrete Materials and Mix: Specified in Section 03300 and on drawings. b. Steel Casing: Of sufficient strength, diameter, length and construction to meet construction requirements as to safety and prevention of caving of soil and water penetration. 2.02 FABRICATION a. No additional requirements. DRILLED PIER FOUNDATIONS 02370 Page 1 of 3
Bridgestone Retail Operations, LLC PROJECT MANUAL Version: Version: January 2012 PART 3 EXECUTION 3.01 PRECAUTIONS a. General Contractor shall employ drilling contractors who have adequate equipment to perform the required work. b. Make certain the drilling contractor is aware of the project requirements, unit prices, and the need to properly staff the work to meet the construction schedule. c. Make certain the drilling contractor is aware of all active underground utility lines. d. Where overhead power lines exist, observe proper clearances required by utility company. 3.02 INSTALLATION a. Drill concentric pier shafts. b. Clean pier bearing surface utilizing drilling equipment to expose a bearing surface free of loose material. Provide for the protection of workmen when in excavation according to OSHA requirements. Pier bearing shall be free of standing water, foreign matter, or loose material. c. Allow inspection of pier shafts prior to reinforcing steel and concrete placement. Prevent foreign matter from falling into pier hole. d. Place reinforcing steel in accordance with Section 03300. e. Place concrete within eight (8) hours after pier hole is cleaned and in accordance with Section 03300. Use equipment designed for vertical placement of concrete. Vibrate concrete full depth of pier. f. Provide dowels for connection plinth and grade beams. g. Place concrete through a temporary casing if an inflow of subsurface water occurs. Place concrete to height sufficient to effect seal. 3.03 FIELD QUALITY CONTROL a. The Special Inspector will inspect construction periodically throughout the various work stages, as defined in Chapter 17 of the IBC. In addition, the Special Inspector prior to the placing of concrete will inspect the formwork and placement of reinforcement. b. Notify the Architect and Owner's testing agency at least 72 hours in advance, excluding Saturday and Sunday, before drilling piers. 3.04 TESTING LABORATORY SERVICES a. Provide continuous inspection of pier drilling operations to ascertain compliance with requirements of Contract Documents. DRILLED PIER FOUNDATIONS 02370 Page 2 of 3
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Bridgestone Retail Operations, LLC
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Bismarck Real Estate Partners, Inc.
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Bismarck Real Estate Partners, Inc.
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REPORT OF GEOTECHNICAL ENGINEERING
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Proposed Bridgestone April 20, 2011
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FIGURE: 3 DATE STARTED: 4/5/11 DRIL
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FIGURE: 11 DATE STARTED: 4/5/11 DRI
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APPENDIX A Laboratory Test Results
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12 SWELL-CONSOLIDATION TEST 10 8 6
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10 SWELL-CONSOLIDATION TEST 8 6 4 2
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June 21, 2012 Bridgestone Retail Op
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Bridgestone/Firestone - Lakewood, C
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Bridgestone/Firestone - Lakewood, C
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