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Complete Compiled Specification.pdf - Peck Ormsby Construction

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B. Check Valves: UL-listed, 175 psi working pressure for 2" through 12", 150 psi for sizes larger<br />

than 12". Swing type, iron body bronze mounted with metal-to-metal or rubber-faced checks.<br />

Threaded, flanged, or hub end, to suit size and piping connections.<br />

2.5 FIRE HYDRANT<br />

A. Provide cast-iron body fire hydrants, compression type, opening against pressure and closing<br />

with pressure, base valve design, 200 psi working pressure, with 1/4" gage tapping and bronze<br />

plug in standpipe, conforming to the latest edition of AWWA C-502, "Dry Barrel Fire Hydrants."<br />

B. Features: Provide the following features:<br />

1. Size: 5" valve opening.<br />

2. Direction to Open Hydrant: Left.<br />

3. Size and Shape of Operating and Cap Nuts: Pentagon 1-1/2" point to flat.<br />

4. Hose Nozzles: 2-1/2" National Standard Thread cap and chain.<br />

5. Pumper Nozzles: 5" National Standard Thread cap and chain.<br />

6. Depth of Trench: 4'-6".<br />

7. Connnection to Main: 6" mechanical joint.<br />

2.6 ACCESSORIES<br />

A. Anchorages: Provide anchorages for tees, wyes, crosses, plugs, caps, bends, valves, and<br />

hydrants. After installation, apply full coat of asphalt or other acceptable corrosion-retarding<br />

material to surfaces of ferrous anchorages.<br />

B. Clamps, Straps, and Washers: Steel, ASTM A 506.<br />

C. Rods: Steel, ASTM A 575.<br />

D. Rod Couplings: Malleable-iron, ASTM A 197.<br />

E. Bolts: Steel, ASTM A 307.<br />

F. Cast-Iron Washers: Gray-iron, ASTM A 126.<br />

G. Thrust Blocks: Concrete, 3,000 psi.<br />

2.7 CONCRETE<br />

A. General: Cast-in-place concrete according to ACI 318/318R, ACI 350R, and the following:<br />

1. Cement: ASTM C 150, Type II.<br />

2. Fine Aggregate: ASTM C 33, sand.<br />

3. Coarse Aggregate: ASTM C 33, crushed gravel.<br />

4. Water: Potable.<br />

B. Thrust Blocks, Hydrant Supports, and Pipe Supports: Portland cement design mix, 3000 psi<br />

minimum, with 0.58 maximum water-cementitious materials ratio.<br />

SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION MARCH 2, 2009<br />

WATER UTILITY PIPING 02008 - 4

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