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Bridgestone Retail Operations, LLC<br />

PROJECT MANUAL<br />

Version: January 2012<br />

SECTION 02227<br />

PARKING LOT EXCAVATION AND BACKFILL<br />

PART 1 GENERAL<br />

1.01 GENERAL REQUIREMENTS<br />

A. This specification shall govern for all work necessary to accomplish the site and parking lot<br />

excavation, subgrade preparation and backfill required to complete the project. This<br />

specification is a performance specification and the performance of the completed work is<br />

the responsibility of the Contractor.<br />

B. Comprehensive item for excavation and earthwork (dig up, move, use, remove, haul<br />

dispose) for all classes of material within site and parking lot area. Construct, shape, and<br />

finish all earthwork to specified line and grade. Compact earth subgrade where shown on<br />

plans, as cut section or embankment. Excess and waste becomes contractor's property<br />

unless otherwise specified. Contractor to furnish any borrow needed unless otherwise<br />

specified. Furnish and place topsoil where called for on plans. Excavate for side street<br />

transitions and nonconcrete driveway adjustments.<br />

PART 2 PRODUCTS -- NOT APPLICABLE<br />

PART 3 EXECUTION / CONSTRUCTION METHODS:<br />

3.01 STRIPPING AND EXCAVATION:<br />

A. Strip top 6" in all areas to underlie compacted fill, curbs, base or pavement, by removing<br />

all humus, vegetation, other unsuitable materials.<br />

B. Remove existing trees, shrubs, fences, curb, gutter, sidewalk, drives, paving and<br />

structures within graded area which interfere with new construction or finished grade.<br />

C. Stockpile topsoil as defined in Section 02210 for future use in top 4" to provide finish<br />

grades as shown on grading plan.<br />

D. Dispose of silt, muck, organic materials and debris. Do not use in project.<br />

3.02 SUBGRADE PREPARATION:<br />

A. Cut or build embankment in compacted layers, finish to specified line and grade.<br />

B. Maintain moisture and density until covered by base.<br />

C. Dig out soft or wet areas found at any time, replace with suitable material, recompact<br />

(especially utility trenches).<br />

3.03 CURB BACKFILL AND TOP SOIL:<br />

A. Compact earth behind curbs without delay after curb completion.<br />

B. Top 3" (where disturbed by construction or where unsatisfactory material is exposed by<br />

excavation) of finished earth grade shall be top soil as defined in Section 02210 excavated<br />

from the site. No excessive clods.<br />

PARKING LOT EXCAVATION AND BACKFILL 02227 - Page 1 of 2

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