TranSystems Corporation - LGM Construction

501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11
1. Fill unauthorized excavations under other construction or utility pipe as directed by Architect.
G. Stockpile borrow materials and satisfactory soil materials, without intermixing, in shaped, graded,
drained, and covered stockpiles. Stockpile soil materials away from edge of excavations and away
from designated wetlands areas.
H. Dewatering: Comply with section 02145.
3.4 BACKFILLS AND FILLS
A. Utility Trench Backfill: Place, compact, and shape bedding course to provide continuous support for
pipes and conduits over rock and other unyielding bearing surfaces and to fill unauthorized excavations.
1. Place and compact initial backfill of satisfactory soil material or subbase material, free of particles
larger than 1 inch, to a height of 12 inches over the utility pipe or conduit. Place and compact final
backfill of satisfactory soil material to final subgrade. Install warning tape directly above utilities,
12 inches below finished grade, except 6 inches below subgrade under pavements and slabs.
B. Fill: Place and compact fill material in layers to required elevations. Subgrades to receive fill shall be
firm and non-yielding.
C. Uniformly moisten or aerate subgrade and each subsequent fill or backfill layer before compaction to
within 2 percent of optimum moisture content.
1. Remove and replace, or scarify and air dry, otherwise satisfactory soil material that exceeds
optimum moisture content by 2 percent and is too wet to compact to specified dry unit weight.
D. Compaction: Place backfill and fill materials in layers not more than 8 inches in loose depth for material
compacted by heavy compaction equipment, and not more than 4 inches in loose depth for material
compacted by hand-operated tampers
E. Depth of Compaction below Asphalt Concrete Pavement Section: Subgrade soil below asphalt
pavement and below aggregate base shall be compacted to 98% of required maximum dry density per
ASTM D 1557 for the full 24” below bottom of aggregate base layer.
F. Compaction below Portland Cement Concrete Pavement (PCC) Sections: Subgrade soil below PCC
pavement and below cement treated base course shall be as follows: Top 6” of subgrade shall be
compacted to 98% per ASTM D 1557. The 18” below that shall be compacted to 95% per ASTM D
1557.
G. Compaction below foundation slab: Subgrade soil below foundation slab and below the aggregate base
course shall be as follows: top 12” of subgrade shall be compacted to 98% per ASTM D1557.
H. Grading: Uniformly grade areas to a smooth surface, free from irregular surface changes. Comply with
compaction requirements and grade to cross sections, lines, and elevations indicated. Grade areas to
within plus or minus 1/2 inch.
I. Aggregate Base Courses: Place aggregate base course material in lifts of not greater than 8” in
uncompacted thickness. Compact aggregate base to required grades, lines, cross sections, and
thickness to not less than 98 percent of maximum dry unit weight according to ASTM D 1557. For the
base course under the foundation slab, the finished surface tolerance shall be +0”/-3/4”.
EARTHWORK 02300 - 4