Codes for Army projects using the Resident
Management System (RMS) are: "AE" for
Architect-Engineer; "DO" for District Office
(Engineering Division or other organization in the
District Office); "AO" for Area Office; "RO" for
Resident Office; and "PO" for Project Office. Codes
following the "G" typically are not used for Navy
projects.
Submittal items not designated with a "G" are
considered as being for information only for Army
projects and for Contractor Quality Control approval
for Navy projects.
**************************************************************************
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for [Contractor Quality Control
approval.] [information only. When used, a designation following the "G"
designation identifies the office that will review the submittal for the
Government.] The following shall be submitted in accordance with Section
01330 SUBMITTAL PROCEDURES:
SD-02 Shop Drawings
Fabrication and Installation Drawings[; G][; G, [_____]]
Drawings and detailed installation procedures and sequences
showing complete details of the installation procedure and
equipment; anchor fabrication; grouting methods; grout mix
designs; anchor [and casing] placement and installation; corrosion
protection for bond length, stressing length and anchorage;
anchorage and trumpet; stressing and testing procedures with
lengths, forces, deformations, and elongations for the approval by
the Contracting Officer. Shop drawings for anchors shall include
locations and details of the spacers, centralizers, and banding.
If different types of anchors are to be installed, each anchor
type shall be readily identifiable. Once reviewed by the
Contracting Officer, no changes or deviation from shop drawings
shall be permitted without further review by the Contracting
Officer.
SD-03 Product Data
Equipment
The Contractor shall submit catalog cuts, brochures, or other
descriptive literature describing the equipment to be used for
drilling, grouting, handling, and installing the [soil] [rock]
anchors. The Contractor shall also submit sketches, drawings or
details showing the access and temporary supports where required
for the drilling equipment and stressing frames. Descriptions of
stressing jacks, gages, dynamometers, load cells, or other devices
for measuring stressing load, certified calibration records for
each set of jacking equipment, and current testing curves for
stress measurement gages which show that gages have been
calibrated for the jacks for which they are used shall be
submitted for review [30] [ ] days prior to the start of the
testing operations.
SECTION 02490
Page 14