Specs

Bridgestone Retail Operations, LLC
PROJECT MANUAL
Version: January 2012
SECTION 02210
SITE GRADING
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. This specification shall govern for all work necessary to accomplish shaping and
grading indicated on the drawings and specified herein and shall include maintaining
surface drainage during construction, finish grading and all phases of the cleanup
operation. This specification is a performance specification and the performance of
the completed work is the responsibility of the Contractor.
B. The Contractor shall uniformly grade the entire project site to provide a pleasing
appearance.
PART 2 PRODUCTS -- NOT APPLICABLE
PART 3
CONSTRUCTION METHODS
3.01 FINISHING SLOPES AND SURFACES
A. The Contractor shall shape and grade the project site to conform to the proposed
grade and/or sections shown on the drawings, and as directed by the Engineer. In
any case, the Contractor shall grade the site to provide positive drainage away from
buildings and towards roads and drainage facilities. The finished appearance shall be
reasonably smooth and even (abrupt changes in slope shall not be used). The degree
of finish for grading slopes shall be within a tolerance of 0.1 feet of plan grade* from
either blade-grader operations, or by hand-shovel operations, as the Contractor may
elect, subject to the approval of the Engineer.
3.02 TOP SOIL
A. See Section 02227 - Site and Parking Lot Excavation and Backfill for stockpiling
topsoil and utilization of topsoil.
3.03 CLEAN-UP
A. The Contractor shall keep the site and structures free from accumulations of waste
materials, debris, etc. caused by the work or his employees. Upon completion of the
project and before requesting final inspection, the site and his work shall be "broom
clean" or its equivalent.
*NOTE: The Contractor shall provide finished grade 4" below plan grade in all turfed areas to allow for
topsoil and sodding to finished plan grade.
END OF SECTION
SITE GRADING 02210 – Page 1 of 1