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  2. Finance Committee - Agenda - 5/17/2017 - P371

Finance Committee - Agenda - 5/17/2017 - P371

By dnadmin on Mon, 11/07/2022 - 10:26
Document Date
Wed, 05/17/2017 - 00:00
Meeting Description
Finance Committee
Document Type
Agenda
Meeting Date
Wed, 05/17/2017 - 00:00
Page Number
371
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/fin_a__051720…

SECTION 02533
CONNECTIONS TO EXISTING STRUCTURES OR SEWER MAINS
PART | - GENERAL

1.01 WORK INCLUDED:

The Contractor shall furnish materials, tools, labor and equipment to cut suitable openings
into the existing sewer manholes, make connections to existing sewers and all other work
necessary to direct the existing sewage flow as indicated on the drawings and as herein
specified.

1.02 RELATED WORK:
Section 02631, PRECAST MANHOLES AND CATCH BASINS
Section 02085, POLY VINYL CHLORIDE GRAVITY PIPE AND FITTINGS
Section 01735, CUTTING, CORING and PATCHING

1.03 SUBMITTALS: INACCORDANCE WITH REQUIREMENTS OF THE GENERAL
SPECIFICATIONS, SUBMIT THE FOLLOWING:

Prior to start of work, submit details of the methods proposed for doing the work and for
maintaining the sewage flow as herein specified.

PART 2 - PRODUCTS

A. Products for attaching to existing sewer manholes are described in Sections 02631 (Precast
Manholes and Catch Basins) and Section 01735 (Cutting, Coring and Patching)

B. Products for attaching sewer service lines or drain lines to existing sewer mains (that have
been CIPP lined for this project):

1. Connection of new sewer service or drain pipe to existing sewer mains shall be by
mechanical saddles (as described in ttems 2 and 3 below). The connection device shall
provide a firm base that will hold and attach the service main to the existing pipe
without the possibility of the pipe becoming loose or detaching from the main. Putting
the pipe in the main and grouting around it will not be allowed.

2. Where feasible and sizing allows this type of connection, the preferred method of
attachment of PVC service or drain pipe to the existing main 1s by aROMAC “CB”
Sewer Saddles or equal.

3. Should the ROMAC type service connection not be feasible due to pipe size or other
constraints, the connection may be made using a Kor-N-Tee, Inserta Tee or equal.
These types of fittings rely on having enough of the pipe wall thickness present to
create tension between the fittings the pipe wall such that fitting will be held securely in

02533-1

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Finance Committee - Agenda - 5/17/2017 - P371

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