Specs

Bridgestone Retail Operations, LLC
PROJECT MANUAL
Version: January 2012
3.06 MAINTENANCE
a. Protection of existing site:
i. Carefully maintain benchmarks, monuments, layout stakes and other reference
points.
ii. Protect property, including adjoining property and public right-of-ways, from
damage by trucks and equipment.
b. Protection of graded Areas:
i. Protect newly graded areas from traffic and erosion, and keep free of trash and
debris.
ii. Repair and re-establish grades in settled, eroded, and rutted areas to the
specified tolerances.
c. Reconditioning Compacted Areas: When completed compacted areas are disturbed by
subsequent construction operations or adverse weather, scarify the surface, reshape and
compact to the required density prior to further construction. Use hand tamping for
recompaction over underground utilities, if any.
3.07 DISPOSAL OF EXCESS AND WASTE MATERIALS
a. Transport waste material, including excavated material classified as unsatisfactory soil
material, trash, and debris to designate spoil areas on the Owner's property and dispose
of as directed.
b. Remove all waste materials, including excavated material classified as unsatisfactory soil
material, trash, and debris, from the Owner's property and legally dispose of it.
3.08 FIELD QUALITY CONTROL
a. Submit test and inspection reports under provisions of Section 01400-Quality Requirements.
b. Testing Laboratory Services:
i. Tests for Proposed Soil Materials: The testing service will determine the suitability of
all materials to be used as fills. Submit one moisture-density curve for each type of
soil encountered in sub grade and used as fill. Determine maximum densities in
accordance with ASTM D698, current issue.
ii. Testing service must inspect and approve all sub grades and fill layers before further
construction work is performed thereon. Each sub grade and fill layer shall be tested
for in-place density and moisture content in accordance with ASTM D2167 at a
frequency as defined in Section 01400 Quality Requirements.
3.09 WARRANTY/GUARANTEE
A. Contractor shall be responsible for additional work as may be required to correct work which
does not conform to specified requirements, including density and tolerances.
END OF SECTION
EARTHWORK 02200 – Page 5 of 5