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minimum design & construction standards - Martin County, Florida

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1. General<br />

SECTION V - SEWAGE FORCE MAINS<br />

All materials, fittings and appurtenances intended for use in pressure pipe systems shall be<br />

<strong>design</strong>ed and constructed for a <strong>minimum</strong> working pressure of 150 psi unless the specific<br />

application dictates a higher working pressure requirement.<br />

All <strong>construction</strong> material shall be first quality, not previously used. Damaged or faulty pipe<br />

and materials must be properly replaced.<br />

Standard pressure pipe fittings of size 4 inch ID and larger shall be ductile iron pipe fitted<br />

with mechanical joints. For sizes less than 4 inch ID, fittings shall be suitable to the pipe<br />

material and application and shall be approved by the Department. Only bolts furnished by<br />

the manufacturer for mechanical joints are acceptable.<br />

Pipe gaskets shall be as supplied by the pipe manufacturers.<br />

The accompanying STANDARD DETAIL DRAWINGS indicate specific material<br />

requirements. In general, material requirements will be guided by the latest revisions of the<br />

specifications of AWWA, ANSI, ASTM, and NSF.<br />

2. Pipe Material<br />

PVC Sewer Main 4 inch to 12-inch diameter (4" - 12") shall be DR-18 manufactured to<br />

ductile iron pipe outside dimensions and in compliance with AWWA Standard C900. The<br />

pipe shall have an integral bell end and gasket seal with the joint in compliance with the<br />

requirements of ASTM D3139. The pipe color shall be white or green.<br />

PVC Sewer Main 14 inch to 20 inch diameter (14" - 20") shall be DR-21 manufactured to<br />

ductile iron pipe outside dimensions and in compliance with AWWA C905. The pipe shall<br />

have an internal bell end and gasket seal with the joint in compliance with the requirements<br />

of ASTM D3139. The pipe color shall be white or green.<br />

HDPE sewer main 4 inch to 16 inch in diameter (4” – 16”) shall be DR-11 manufactured to<br />

ductile iron pipe outside dimensions and in compliance with AWWA C906, latest revision<br />

and ASTM F714. The pipe will be extruded from resin meeting specifications of ASTM D-<br />

3350 with a cell classification of type III, class C, category 5, grade P34 polyethylene<br />

compound. The pipe color shall be green or co-extruded green color stripes.<br />

Ductile iron pipe shall conform to latest <strong>standards</strong> of ANSI/AWWA C150/A21.50 for the<br />

thickness <strong>design</strong> of Ductile iron pipe and ANSI/AWWA C151/A21.51 for ductile iron pipe<br />

centrifugally cast in metal molds or sand-lined molds. The <strong>minimum</strong> thickness of the ductile<br />

iron pipe shall be Pressure Class 350 for pipes up to 20-inches and Pressure Class 250 for<br />

pipes larger than 20-inches.<br />

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