Agenda

1.02

1.03

4. Decontaminate and remove all equipment used to perform the Work.

5. Segregate and properly dispose of all contaminated and non-contaminated waste
material.
6. Provide personal protective equipment and decontamination facilities for all

Asbestos Abatement Contractor personnel.

The Contractor shall ensure proper completion of all Waste Shipment Records (WSR) in
accordance with all applicable regulations.

RELATED WORK

Measurement and Payment is included in Section 01270.

The Contractor shall retain the services of an Asbestos Abatement Contractor to respond
to the unexpected discovery of ACM within the Contract Limits. The Asbestos
Abatement Contractor shall perform removal and disposal in accordance with the
Contractor's work schedule unless the condition of the asbestos-containing material
presents a hazard to the general public or the environment in which case the Asbestos
Abatement Contractor shall perform removal within 24 hours of identification of said

SECTION 02111

REMOVAL OF UNDOCUMENTED ASBESTOS FROM UNDERGROUND UTILITIES

PART 1 GENERAL
1.01 SCOPE OF WORK

THE CONTRACTOR IS ADVISED THAT DEFINITIONS USED HEREIN MAY BE
MORE STRINGENT THAN REGULATORY AND OR INDUSTRY STANDARD.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CAREFULLY REVIEW ALL
PORTIONS OF THE SPECIFICATIONS TO PROPERLY EXECUTE THE WORK.

L. — As soon as possible after the pipe and manholes are completed on any street, the Contractor
shall flush out the new pipeline using a rubber ball ahead of the water, and none of the
flushing water or debris shall be permitted to enter any existing sewer.

3.02 QUALITY ASSURANCE
A. CLEANING, INSPECTION, AND TESTING:

1. On completion of a section of sewer, the Contractor shall TV inspect the main section in
accordance with Section 02441, Cleaning, Television Inspection, and Testing of
New Pipelines at no additional cost to the Owner.

PART 3 - EXECUTION

3.01

INSTALLATION:

Except as modified herein, installation of the PVC pipe shall be in accordance with
ASTM D2321.

Each pipe length shall be inspected before being laid to verify that tt is not cracked. Pipe shall
be laid to conform to the lines and grades indicated on the drawings or given by the Engineer.
Each pipe shall be so laid as to form a close joint with the next adjoining pipe and bring
the inverts continuously to the required grade.

1.04

SUBMITTALS: IN ACCORDANCE WITH REQUIREMENTS OF
GENERAL SPECIFICATIONS, SUBMIT THE FOLLOWING:

Six sets of manufacturer's literature of the materials of this section shall be submitted to
the Engineer for review.

PART 2 - PRODUCTS

2.01

MATERIALS:

SECTION 02085

POLYVINYL CHLORIDE GRAVITY PIPE AND FITTINGS

PART 1 - GENERAL

1.01 WORK INCLUDED:

This section covers the furnishing and installation of Polyvinyl Chloride (PVC) pipe and
fittings, as indicated on the drawings and as specified herein.

1.02 RELATED WORK:

A. Section 02300, EARTHWORK

B. Section 02252, SUPPORT OF EXCAVATION

C. Section 02441, CLEANING, TELEVISION INSPECTION, & TESTING OF NEW
PIPELINES

D. Section 02631, PRECAST MANHOLES AND CATCH BASINS

E. Section 02518, TRACER TAPE

3.03

3.04

Provide protection for existing equipment, utilities and critical areas against water or other damage
caused by drilling operation.

Slurry or tailings resulting from coring operations shall be vacuumed or otherwise removed from the
area following drilling.

CUTTING:
Cutting shall be performed with a concrete wall saw and diamond saw blades of proper size.
Provide for control of slurry generated by sawing operation on both sides of wall.

PART 3 — EXECUTION

3.01

A.

3.02

A.

B.

C.

GENERAL:

SECTION 01735

CUTTING, CORING AND PATCHING

PART 1 - GENERAL

1.01

WORK INCLUDED:

This Section covers the cutting, coring, rough and finish patching of holes and openings in
existing structures.

PART 2 - PRODUCTS

2.01

A.

2.02

A.

B.

SEALING MATERIALS: