Specs

Bridgestone Retail Operations, LLC
PROJECT MANUAL
Version: January 2012
SECTION 02228
SITE EXCAVATION AND FILL
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. This specification shall govern for all work necessary for excavation and fill required to
obtain the finished site grades shown on the drawings necessary to complete the project.
This specification is a performance specification and the performance of the completed
work is the responsibility of the Contractor.
PART 2 PRODUCTS / MATERIALS
2.01 GENERAL
A. No excavated asphalt, base material, concrete, masonry, rock, trees, stumps and roots
shall be used for fill. Only excavated material defined in Section 02200.
2.02 BALANCE OF CUT AND FILL
A. The excavation (of suitable materials) and fill does not balance. The Contractor shall haul
in suitable material or haul off excess material to provide the finished line and grades
shown in the plans.
PART 3 EXECUTION / CONSTRUCTION METHODS
3.01 GENERAL
A. The Contractor shall accomplish all site excavation as required to conform to the grades
and sections shown on the drawings. The Contractor shall use suitable material taken
from the site excavation, ditch excavation, street excavation and parking lot excavation to
fill the site as required to conform to the grades and sections shown on the drawings.
3.02 TOP SOIL
A. The Contractor shall schedule his operation so that the majority of the top soil excavated
will be spread as the top layer of fill.
3.03 SHAPING AND GRADING
A. “See Section 02210 "Site Grading".
END OF SECTION
SITE EXCAVATION AND FILL 02228 - Page 1 of 1