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SECTION 033000 - CAST-IN-PLACE CONCRETE

SECTION 033000 - CAST-IN-PLACE CONCRETE

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Sludge Treatment Project Engineered Container Retrieval and Transfer System January 2012<br />

c. Motor Housing Fluid: Air.<br />

7. Guide-Rail Supports: Include the following for each sewage pump:<br />

a. Guide Rails: Vertical pipes or structural members, made of stainless steel or other<br />

corrosion-resistant metal, attached to baseplate and basin sidewall or cover.<br />

b. Baseplate: Corrosion-resistant metal plate, attached to basin floor, supporting<br />

guide rails and stationary elbow.<br />

c. Pump Yoke: Motor-mounted or casing-mounted yokes or other attachments for<br />

aligning pump during connection of flanges.<br />

d. Movable Elbow: Pump discharge-elbow fitting with flange, seal, and positioning<br />

device.<br />

e. Stationary Elbow: Fixed discharge-elbow fitting with flange that mates to<br />

movable-elbow flange and support attached to baseplate.<br />

f. Lifting Cable: Stainless steel; attached to pump and cover at manhole.<br />

B. Pump Discharge Piping and Valves: All pipe and fittings shall be either cast or ductile iron<br />

pipe meeting ASTM A48 material specifications. Each pump discharge pipe shall be the same<br />

diameter as the discharge of the pump and shall remain that diameter until it exits the tank. A<br />

common flanged discharge line shall leave the valve box at an elevation specified by on the<br />

engineered drawings. Valves shall be of the non-lubricated eccentric type with an elastomer<br />

covering all seating surfaces. The elastomer shall be suitable for the service intended. Flanged<br />

valves shall be manufactured in accordance with ANSI B16.1 including facing, drilling and<br />

flange thickness. Valve bodies shall be ASTM A-126 Class B cast iron.<br />

1. Valves 3" and larger shall be furnished with a welded-in overlay seat of not less than<br />

90% nickel in accordance with AWWA C507-73. Sprayed, plated or screwed-in seats<br />

are not acceptable. Plugs shall be of ASTM A-536 Grade 65-45-12 in compliance with<br />

AWWA C-504 Section 2.2. The plugs shall be of one-piece construction with PTFE<br />

thrust bearings on the upper and lower bearing journals to reduce torque and prevent dirt<br />

and grit from entering the bearing and seal area.<br />

2. Check Valves: Check valves shall be all iron body, bronze mounted, full opening swing<br />

type. Valve clapper shall swing completely clear of the waterway when valve is full open,<br />

permitting a "full flow" through the valve equal to the nominal pipe diameter. They shall<br />

comply with AWWA standard C-508 latest revision. Check valves shall be rated at 175-<br />

PSI water working pressure, 350-PSI hydrostatic test for structural soundness (2" through<br />

12"). Seat tightness at rated working pressure shall be in accordance with values. shown<br />

in AWWA standard C-500 for gate valves and fully conform to AWWA C-508. Check<br />

valves shall be furnished with 125# ANSI flanged ends.<br />

C. Controls: For each station, a duplex pump control panel shall be provide as per specification<br />

drawings and shall have as a minimum, main disconnect switch, standard motor starters, digital<br />

level control system with submersible level transducer. The panel shall be manufactured in the<br />

USA by a UL698A registered shop and provided with a UL 698A label for Industrial Control<br />

Panels Relating to Hazardous (Classified) Locations. Enclosure shall be UL Type 4X stainless<br />

steel, minimum dimensions with pad-lockable 3 point latch with a swing out inner door and<br />

include the following:<br />

1. A GFCI convenience receptacle shall be provided.<br />

2. Receptacle shall be industrial grade<br />

Contract 44577 KW Annex – Rev. E 44577-CSI-SPEC-001 221329-4

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