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Bridgestone Retail Operations, LLC PROJECT MANUAL Version: January 2012 B. UNAUTHORIZED OVEREXCAVATION 1. Excavation for slabs, footings, etc., that bear on earth shall not be carried below the elevation shown on the drawings. 2. In the event the excavation is carried on below the indicated elevation, the Contractor shall bring the slab, footing, etc., to the required grade by filling with concrete having a minimum compressive strength of at least 3000 p.s.i. at 28 days. C. BACKFILL MATERIAL 1. General: a. Suitable material chosen from the excavation shall be used for backfill. The material chosen shall be free of large lumps or clods, which will not readily break down under compaction. b. This material will be subject to approval by the Engineer. c. Backfill material shall be free of vegetation or other extraneous material. 2. Excavated materials, which are to be used for, fill or backfill may be stockpiled on the site. The Engineer shall approve location of stockpiles. 3. Top soil should be stockpiled separately and used for finish grading around structure. 4. Fiberglass Manholes and Wetwells: a. Sand shall be used for backfill around manholes and/or wetwells for a distance of 2 feet from the outside surface and extending from the bottom of the excavation to the bottom of the top slab. b. Suitable material (as set out above) chosen from the excavation may be used for the remainder of the backfill. c. Location of stockpiles shall be approved by the Engineer. D. SCHEDULE OF BACKFILLING 1. Concrete and Masonry Structures: a. The Contractor shall begin backfilling of concrete structures no sooner than 7 days but no later than 14 days, after they are cast. b. The Contractor shall backfill brick and mortar structures after they have been in place at least 3 days. 2. Fiberglass Manholes and Wetwells: a. The Contractor may begin backfilling of manholes and/or wetwells as soon as the concrete has been allowed to cure and any forms are removed. E. BACKFILL 1. General: a. Backfill shall be placed in layers of not more than 9 inches (loose measure) and mechanically tamped to at least 95% Standard Proctor Density A.S.T.M. Specification D-698. Flooding will NOT be permitted. Backfill shall be placed in such a manner as to prevent any wedging action against the structure. 2. Fiberglass Manholes and Wetwells: a. Backfill shall be placed in layers of not more than 6 inches (loose measure) and mechanically tamped to at least 95% Standard Proctor Density. Flooding will NOT be permitted. Backfill shall be placed in such a manner as to prevent any wedging action against the structure. STRUCTURAL EXCAVATION AND BACKFILL 02225 – Page 3 of 4
Bridgestone Retail Operations, LLC PROJECT MANUAL Version: December 2010a F. EXCESS AND UNSUITABLE MATERIAL 1. All excess and/or unsuitable excavated material shall be loaded and hauled off the Contractor. END OF SECTION STRUCTURAL EXCAVATION AND BACKFILL 02225 – Page 4 of 4
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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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