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Bridgestone Retail Operations, LLC PROJECT MANUAL Version: January 2012 SECTION 02227 PARKING LOT EXCAVATION AND BACKFILL PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. This specification shall govern for all work necessary to accomplish the site and parking lot excavation, subgrade preparation and backfill required to complete the project. This specification is a performance specification and the performance of the completed work is the responsibility of the Contractor. B. Comprehensive item for excavation and earthwork (dig up, move, use, remove, haul dispose) for all classes of material within site and parking lot area. Construct, shape, and finish all earthwork to specified line and grade. Compact earth subgrade where shown on plans, as cut section or embankment. Excess and waste becomes contractor's property unless otherwise specified. Contractor to furnish any borrow needed unless otherwise specified. Furnish and place topsoil where called for on plans. Excavate for side street transitions and nonconcrete driveway adjustments. PART 2 PRODUCTS -- NOT APPLICABLE PART 3 EXECUTION / CONSTRUCTION METHODS: 3.01 STRIPPING AND EXCAVATION: A. Strip top 6" in all areas to underlie compacted fill, curbs, base or pavement, by removing all humus, vegetation, other unsuitable materials. B. Remove existing trees, shrubs, fences, curb, gutter, sidewalk, drives, paving and structures within graded area which interfere with new construction or finished grade. C. Stockpile topsoil as defined in Section 02210 for future use in top 4" to provide finish grades as shown on grading plan. D. Dispose of silt, muck, organic materials and debris. Do not use in project. 3.02 SUBGRADE PREPARATION: A. Cut or build embankment in compacted layers, finish to specified line and grade. B. Maintain moisture and density until covered by base. C. Dig out soft or wet areas found at any time, replace with suitable material, recompact (especially utility trenches). 3.03 CURB BACKFILL AND TOP SOIL: A. Compact earth behind curbs without delay after curb completion. B. Top 3" (where disturbed by construction or where unsatisfactory material is exposed by excavation) of finished earth grade shall be top soil as defined in Section 02210 excavated from the site. No excessive clods. PARKING LOT EXCAVATION AND BACKFILL 02227 - Page 1 of 2
Bridgestone Retail Operations, LLC PROJECT MANUAL Version: January 2012 3.04 EXCESS AND UNSUITABLE MATERIAL: A. All excess and/or unsuitable excavated material shall be loaded and hauled offsite by the Contractor and disposed of in a legal manner. END OF SECTION PARKING LOT EXCAVATION AND BACKFILL 02227 - Page 2 of 2
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Bridgestone Retail Operations, LLC
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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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