W9127N-15-R-0012_Amend_0001.pdf

US ARMY CORPS OF ENGINEERS

MICHAEL GRASSO

PORTLAND OR 97204

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

NAME OF PROJECT: FALL CREEK DAM AND RESERVOIR ADULT FISH FACILITY WATER SUPPLY UPGRADE

Amendment No. 0001 Makes the follow ing Changes to Solicitation No. W9127N-15-R-0012:

(1) FAR 52.236-27 Site Visit: Time change from 11:00AM to 1:00PM

(2) Change to Spec Section: 40 05 13.00 25 Paragraph: 3.8.3 DELETED second sentence; "Existing pipe supports in the fish horn valve boxes must be reused and modified as needed to accommodate new equipment."

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 31-Mar-2015

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9127N-15-R-0012

X 9B. DATED (SEE ITEM 11)

16-Mar-2015

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

01-Apr-2015

CODE

US ARMY CORPS OF ENGINEERS

333 SW FIRST AVE

PORTLAND OR 97204-3495

W9127N 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE W9127N

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00100 - BIDDING SCHEDULE / INSTRUCTIONS TO BIDDERS

The following have been modified:

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

DATE: 06 April 2015

TIME: 1:00 PM (PST)

Participants will meet at: Fall Creek Dam Fish Facility, Lane County, Oregon. Contractor access to the work site will be from Big Fall Creek Road.

REQUIREMENTS: INTERESTED SITE VISIT ATTENDEES ARE REQUIRED TO RSVP YOUR

PLANNED ATTENDANCE WITH THE FOLLOWING INFORMATION TO Michael I. Grasso VIA EMAIL: Michael.I.Grasso@usace.army.mil;

SUBJECT LINE: W9127N-15-R-0012 SITE VISIT ATTENDEES

NAME

COMPANY NAME

PHONE

EMAIL

DATE OF BIRTH

PLACE OF BIRTH

U. S. CITIZEN (Y/N)

The fish horn system will NOT be visible during the site visit. A pre-bid site visit was executed in November 2014 to physically view the fish horn system while reservoir levels were low. This site visit is not mandatory to submit a proposal. Pictures of the fish horns will be posted with the official solicitation and available in the Site Visit Power Point Presentation.

DUE TO SECURITY REQUIRMENTS AT THE POWERHOUSE, YOU MUST RSVP IN ADVANCE TO

ATTEND. HARD HATS, STURDY CLOSED-TOED WORK BOOTS OR SAFETY SHOES, AND PHOTO ID

WILL BE REQUIRED.

PLEASE DO NOT HESITATE TO CONTACT MICHAEL I. GRASSO, 503-808-4637, SHOULD YOU

HAVE ANY QUESTIONS IN ADVANCE OF THE SITE VISIT. INDIVIDUAL SITE VISITS CAN NOT BE

ARRANGED, SO PLEASE MAKE EVERY EFFORT TO ATTEND THIS ONLY OPPORTUNITY TO

VIEW THE SITE OF THE WORK.

IN ADDITION, THE OFFEROR SHALL SUBMIT IN WRITING IF FOREIGN NATIONALS PLAN TO

BE IN ATTENDANCE AT THE SITE VISIT A MINIMUM OF TWO (2) WEEKS PRIOR TO SITE VISIT.

THE CONTRACTOR SHALL SUBMIT A PHOTOCOPY OF GREEN CARD WORK PERMIT AND/OR

COPY OF PASSPORT FOR ALL CONTRACTOR EMPLOYEES WHO ARE FOREIGN BORN AND

HAVE NON-CITIZEN STATUS. THESE PHOTOCOPIES SHALL BE SUBMITTED AT LEAST TWO (2)

WEEKS IN ADVANCE OF THE SITE VISIT. THIS ALLOWS THE CORPS SECURITY OFFICE

SUFFICIENT TIME TO RUN A SECURITY CHECK ON THESE EFFECTED PERSONNEL.

CONTRACTOR PERSONNEL WHO FIT THE ABOVE DESCRIPTION OF NON-CITIZENSHIP SHALL

NOT BE PERMITTED TO ACCESS THE PROJECT UNTIL THEY PASS THIS SECURITY CHECK IN

ADDITION TO THE OTHER NORMAL REQUIREMENTS.

(End of provision)

(End of Summary of Changes)

Fall Creek Dam and Reservoir Fish Facility Water Supply Upgrade

SECTION TABLE OF CONTENTS

DIVISION 40 - PROCESS INTEGRATION

SECTION 40 05 13.00 25

PIPELINES, LIQUID PROCESS PIPING

PART 1 GENERAL

1.1 REFERENCES

1.2 SYSTEM DESCRIPTION

1.2.1 Design Requirements

1.2.2 Performance Requirements

1.2.2.1 Buried Piping Systems

1.2.2.2 Above Grade Piping Systems

1.3 SUBMITTALS

1.4 QUALIFICATIONS

1.4.1 Welders

1.5 DELIVERY, STORAGE, AND HANDLING

1.6 PROJECT/SITE CONDITIONS

1.6.1 Existing Conditions

1.7 SEQUENCING AND SCHEDULING

1.8 MAINTENANCE

1.8.1 Extra Materials

1.9 SHOP DRAWINGS

PART 2 PRODUCTS

2.1 MATERIALS AND EQUIPMENT

2.1.1 Standard Products

2.1.2 Identification and Tagging

2.2 CARBON STEEL PIPING SYSTEM

2.2.1 Carbon Steel Pipe

2.2.1.1 General Service

2.2.2 Carbon Steel Joints

2.2.3 Carbon Steel Fittings

2.2.3.1 Welding Fittings

2.2.3.2 Flanged Fittings

2.2.3.3 Fabricated Fittings

2.2.4 Carbon Steel Coatings

2.3 COUPLINGS AND ISOLATION JOINTS

2.3.1 Dielectric Fittings

2.3.2 Isolation Joints

2.3.3 Metallic Piping Couplings

2.3.3.1 Sleeve-Type Couplings

2.3.3.2 Grooved Couplings

2.3.3.3 Transition Couplings

2.3.3.4 Flanged Coupling Adapters

2.4 VALVES

2.4.1 General Requirements For Valves

2.4.2 Valve Schedule

2.4.3 Knife Gate Valves

2.5 MISCELLANEOUS PIPING COMPONENTS

40 05 13.00 25-

2.5.1 Indicating Devices

2.5.1.1 Temperature Sensors

2.6 PIPE SUPPORTS AND PENETRATIONS

2.6.1 Pipe Supports

PART 3 EXECUTION

3.1 EXAMINATION

3.2 PREPARATION

3.2.1 Protection

3.2.2 System Preparation

3.2.2.1 Pipe and Fittings

3.2.2.2 Damaged Coatings

3.3 EXPOSED PIPING INSTALLATION

3.3.1 Anchors and Fasteners

3.3.1.1 Drilled-In Expansion Anchors and Fasteners

3.3.1.2 Drilled-In Adhesive Anchors

3.3.2 Piping Flexibility Provisions

3.3.3 Couplings, Adapters and Service Saddles

3.3.4 Piping Equipment/Component Installation

3.3.4.1 Temperature Sensor Installation

3.3.4.2 Interim Protective Measures

3.3.5 Pipe Flanges

3.3.6 Valve Locations

3.3.7 Pipe Tap Connections

3.4 BURIED PIPE PLACEMENT

3.4.1 Thrust Restraint

3.5 CONNECTING DISSIMILAR PIPE

3.6 EXTERNAL CORROSION PROTECTION

3.6.1 Underground Metallic Piping

3.6.2 Above Grade Metallic Piping

3.6.2.1 Ferrous Piping

3.7 VALVE INSTALLATION

3.7.1 Valve Orientation

3.8 PIPING SUPPORT SYSTEMS INSTALLATION

3.8.1 General Support Requirements

3.8.2 Dielectric Barriers

3.8.3 Support Methods

3.9 FIELD QUALITY CONTROL

3.9.1 Pipe Leakage Tests

3.9.2 Valve Testing

3.10 CLEANING

3.11 MANUFACTURER'S FIELD SERVICES

3.12 OPERATION AND MAINTENANCE

-- End of Section Table of Contents --

40 05 13.00 25-

SECTION 40 05 13.00 25

PIPELINES, LIQUID PROCESS PIPING

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN PETROLEUM INSTITUTE (API)

API Spec 5L (2012) Specification for Line Pipe

ASME INTERNATIONAL (ASME)

ASME B16.1 (2010) Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125, and 250

ASME B16.9 (2012) Standard for Factory-Made Wrought Steel Buttwelding Fittings

ASME B31.3 (2012) Process Piping

ASTM INTERNATIONAL (ASTM)

ASTM A105/A105M (2014) Standard Specification for Carbon Steel Forgings for Piping Applications

ASTM A193/A193M (2014) Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High-Temperature Service and Other Special Purpose Applications

ASTM A194/A194M (2014) Standard Specification for Carbon and Alloy Steel Nuts for Bolts for High-Pressure or High-Temperature Service, or Both

ASTM A240/A240M (2014) Standard Specification for Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications

ASTM A351/A351M (2014) Standard Specification for Castings, Austenitic, for Pressure-Containing Parts

ASTM A36/A36M (2012) Standard Specification for Carbon Structural Steel

ASTM A53/A53M (2012) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, 40 05 13.00 25-1

Welded and Seamless

ASTM A536 (1984; R 2009) Standard Specification for Ductile Iron Castings

ASTM A780/A780M (2009) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM F402 (2005; R 2012) Safe Handling of Solvent Cements, Primers, and Cleaners Used for Joining Thermoplastic Pipe and Fittings

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C111/A21.11 (2012) Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings

AWWA C207 (2013) Standard for Steel Pipe Flanges for Waterworks Service, Sizes 4 in. through 144 in. (100 mm through 3600 mm)

AWWA C219 (2011) Bolted, Sleeve-Type Couplings for Plain-End Pipe

AWWA C606 (2011) Grooved and Shouldered Joints

MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS

INDUSTRY (MSS)

MSS SP-25 (2013) Standard Marking System for Valves, Fittings, Flanges and Unions

MSS SP-58 (2009) Pipe Hangers and Supports - Materials, Design and Manufacture, Selection, Application, and Installation

MSS SP-69 (2003; Notice 2012) Pipe Hangers and Supports - Selection and Application (ANSI Approved American National Standard)

MSS SP-81 (2013) Stainless-Steel or Stainless-Steel-Lined, Bonnetless, Knife Gate Valves with Flanged Ends

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 704 (2012) Standard System for the Identification of the Hazards of Materials for Emergency Response

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-310-04 (2013) Seismic Design for Buildings

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

40 05 13.00 25-2

1.2 SYSTEM DESCRIPTION

This specification covers the requirements for above grade, below grade, and submerged liquid process pipe, pipe supports, fittings, equipment and accessories that replace portions of the Fish Facility Water Supply Pipes (Downstream Migrant By-pass Pipes) as shown.

1.2.1 Design Requirements

Support systems must be selected and designed in accordance with MSS SP-58, MSS SP-69, and MSS SP-58 within the specified spans and component requirements. The absence of pipe supports and details on the Contract drawings does not relieve the Contractor of responsibility for sizing and providing supports throughout facility. The structural design, selection, fabrication and erection of piping support system components must satisfy the seismic requirements in accordance with UFC 3-310-04.

1.2.2 Performance Requirements

The pressure ratings and materials specified represent minimum acceptable standards for piping systems. The piping systems must be suitable for the services specified and intended. Each piping system must be coordinated to function as a unit. Flanges, valves, fittings and appurtenances must have a pressure rating no less than that required for the system in which they are installed.

1.2.2.1 Buried Piping Systems

Piping systems must be suitable for design conditions, considering the piping both with and without internal pressure. Consideration must be given to all operating and service conditions both internal and external to the piping systems.

1.2.2.2 Above Grade Piping Systems

Piping systems must be suitable for design conditions, considering the piping both with and without internal pressure, and installation factors such as insulation, support spans, and ambient temperatures. Consideration must be given to all operating and service conditions both internal and external to the piping systems.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following must be submitted in accordance with Section 01 33 00, SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Shop Drawings

SD-03 Product Data

Materials and Equipment

Installation Recommendations

40 05 13.00 25-3

Valve Product Data

Grooved Coupling

Temperature Sensor

SD-06 Test Reports

Pipe Leakage Tests

Valve Testing

SD-07 Certificates

Welders

Manufacturer's Field Services

1.4 QUALIFICATIONS

1.4.1 Welders

Submit the names of all qualified welders, their identifying symbols, and the qualifying procedures for each welder including support data such as test procedures used, standards tested to, etc. The welding of process piping systems must be in accordance with qualifying procedures using performance qualified welders and operators. Procedures and welders must be qualified in accordance with Section 40 05 14.00 25, WELDING PROCESS PIPING. Structural members must be welded in accordance with Section

05 05 23.00 25, STRUCTURAL WELDING.

1.5 DELIVERY, STORAGE, AND HANDLING

Materials delivered and placed in storage must be stored with protection from the weather, excessive humidity variation, excessive temperature variation, dirt, dust and/or other contaminants. Proper protection and care of material before, during and after installation is the Contractor's responsibility. Any material found to be damaged must be replaced at the Contractor's expense. During installation, piping must be capped to keep out dirt and other foreign matter. A material safety data sheet in conformance with 29 CFR 1910 Section 1200(g) must accompany each chemical delivered for use in pipe installation. At a minimum, this includes all solvents, solvent cements, glues and other materials that may contain hazardous compounds. Handling must be in accordance with ASTM F402.

Storage facilities must be classified and marked in accordance with NFPA 704.

Materials must be stored with protection from puncture, dirt, grease, moisture, mechanical abrasions, excessive heat, ultraviolet (UV) radiation damage, or other damage. Pipe and fittings must be handled and stored in accordance with the manufacturer's recommendation.

1.6 PROJECT/SITE CONDITIONS

1.6.1 Existing Conditions

Verify existing piping and penetrations. Prior to ordering materials, expose all existing pipes which are to be connected to new pipelines.

Verify the size, material, joint types, elevation, horizontal location, and pipe service of existing pipes, and inspect size and location of structure penetrations to verify adequacy of wall sleeves, and other openings before

40 05 13.00 25-4 installing connecting pipes.

1.7 SEQUENCING AND SCHEDULING

For slab, floor, wall, and roof penetrations, keep on site pertinent wall pipes and sleeves before they are required for placement in concrete forms. Verify and coordinate the size and location of building and structure pipe penetrations before forming and placing concrete.

1.8 MAINTENANCE

1.8.1 Extra Materials

Submit the manufacturer's installation recommendations or instructions for each material or procedure to be utilized, including materials preparation. Concurrent with delivery and installation of the specified piping systems and appurtenances, spare parts for each different item of material and equipment specified that is recommended by the manufacturer to be replaced any time up to three years of service must be furnished.

1.9 SHOP DRAWINGS

Submit shop drawings for approval prior to any fabrication taking place.

Shop drawings must include dimensioned fabrication drawings of all pipe spools, fittings, and appurtenances, a bill of materials, details of all piping connections, and overall assembly views of the piping system.

PART 2 PRODUCTS

2.1 MATERIALS AND EQUIPMENT

Submit manufacturer's descriptive and technical literature for each piping system component, fitting, and appurtenance, including design recommendations; pressure and temperature ratings; dimensions, type, grade and strength of pipe and fittings; thermal characteristics (coefficient of expansion and thermal conductivity); and chemical resistance to each chemical and chemical mixture in the liquid stream. Provide piping materials and appurtenances as specified and as shown on the drawings, and suitable for the service intended. Piping materials, appurtenances, and equipment supplied as part of this Contract must be of equal material and ratings as the connecting pipe, new and unused except for testing equipment. Components that serve the same function and are the same size must be identical products of the same manufacturer. The general materials to be used for the piping systems must be in accordance with the Contract drawings and as specified herein. Submit a list of piping systems, pressure ratings and source of supply for each piping system broken out by material, size and application as indicated on the Contract drawings. A list of any special tools necessary for each piping system and appurtenances furnished for adjustment, operation, maintenance and disassembly of the system. Pipe fittings must be compatible with the applicable pipe materials.

2.1.1 Standard Products

Provide material and equipment which are the standard products of a manufacturer regularly engaged in the manufacturing of the products and that essentially duplicate items that have been in satisfactory use for at least five years prior to bid opening. Submit the following: Equipment shop drawings and support system detail drawings showing piping systems and

40 05 13.00 25-5 appurtenances, such as mechanical joints, valves, local indicators and hangers, including a complete list of equipment and materials. As-built drawings showing pipe anchors and guides, and layout of piping systems relative to other parts of the work including clearances for maintenance and operation. As-built piping and instrumentation diagrams (P&IDs) identifying and labeling equipment, instrumentation, valves, vents, drains, and all other inline devices; if the Contract drawings contained P&IDs, the P&IDs found in the Contract drawings must be revised to reflect the constructed process system, as directed by the Contracting Officer (CO).

Nominal sizes for standardized products must be used. Pipe, valves, fittings and appurtenances must be supported by a service organization that is, in the opinion of the CO, reasonably convenient to the site.

2.1.2 Identification and Tagging

Each piece of pipe must bear the ASTM designation and all other markings required for that designation. Valves must be marked in accordance with MSS SP-25 and must bear an identification tag securely attached using stainless steel wire. Identification tags must be 1.375 inch minimum diameter, made of stamped stainless steel. Indentations must be black for reading clarity. The valve identification number shown in the table below, the manufacturer's name, and the valve model number must be displayed.

VALVE IDENTIFICATION NUMBERING SCHEDULE

Valve Size

Fish Horn Elevation (Vertical Datum: NAVD 88)

723.62' 768.62' 803.62'

Valve Size

30" C-1 C-2 C-3

24" B-1 B-2 B-3

18" A-1 A-2 A-3

2.2 CARBON STEEL PIPING SYSTEM

2.2.1 Carbon Steel Pipe

2.2.1.1 General Service

Carbon steel pipe with an outer diameter of 30 inches or less must meet the requirements of ASTM A53/A53M seamless or electric-resistance welded, Grade B, Types S or E, STD. schedule wall thickness. Carbon steel pipe with an outer diameter greater than 30 inches must meet the requirements of API Spec 5L, PSL 1, Grade B, 0.375 inch wall thickness.

2.2.2 Carbon Steel Joints

Carbon steel piping must be joined by welding fittings, flanges, mechanical joints for grooved ends meeting the requirements of AWWA C606, or bolted sleeve type couplings meeting the requirements of AWWA C219. Dielectric fittings or isolation joints must be provided between all dissimilar metals.

2.2.3 Carbon Steel Fittings

Fittings must be carbon steel. Where cast fittings are not available, segmental welded steel fittings, ASTM A53/A53M, Grade B, meeting the

40 05 13.00 25-6 requirements of manufacturer's recommended wall thicknesses must be fabricated.

2.2.3.1 Welding Fittings

Welding fittings must be butt-welding. Welding fittings must be forged steel, ASTM A105/A105M Class 150 conforming to ASME B16.9.

2.2.3.2 Flanged Fittings

The internal diameter bores of flanges and flanged fittings must be the same as that of the associated pipe. The flanges must be slip-on type.

Flanges and flanged fittings must meet the requirements of AWWA C207, Class D. For tie-in to existing flanges, field check existing flanges for non-standard bolt hole configurations and design as required to assure new pipe and flange mate properly. Bolting must be alloy-steel ASTM A193/A193M Grade B8M, Class 2 hex head bolts and ASTM A194/A194M Grade 8M hex head nuts. Bolts must be provided with washers of the same material as the bolts. Gaskets must meet the requirements of AWWA C207.

2.2.3.3 Fabricated Fittings

Fabricate the round to rectangular transitions and the rectangular by-pass pipe sections from carbon steel. Carbon steel must conform to ASTM A36/A36M.

2.2.4 Carbon Steel Coatings

Carbon steel piping components must be coated on the interior and exterior with corrosion resistant materials in accordance with 09 97 02.00 25, PAINTING: HYDRAULIC STRUCTURES, System No. 29. Coatings and finishes must be 100 percent holiday free.

2.3 COUPLINGS AND ISOLATION JOINTS

2.3.1 Dielectric Fittings

Dielectric fittings must be provided between threaded ferrous and nonferrous metallic pipe, fittings and valves. Dielectric fittings must prevent metal-to-metal contact of dissimilar metallic piping elements and must be suitable for the required working pressure, temperature and corrosive application.

2.3.2 Isolation Joints

Isolation joints must be provided between nonthreaded ferrous and nonferrous metallic pipe fittings and valves. Isolation joints must consist of an isolation gasket of the dielectric type, isolation washers and isolation sleeves for flange bolts. Isolation gaskets must be full faced with an outside diameter equal to the flange outside diameter. Bolt isolation sleeves must be full length. Units must be of a shape to prevent metal-to-metal contact of dissimilar metallic piping elements.

2.3.3 Metallic Piping Couplings

Thrust ties must be provided where required to restrain the force developed by 1.5 times the maximum allowable operating pressures specified. For metallic pipe other than ductile iron, thrust ties must be attached with fabricated lugs. For ductile iron pipe, thrust ties must be attached with socket clamps against a grooved joint coupling or flange. For exposed

40 05 13.00 25-7 installations, zinc-plated nuts and bolts must be used. However, high-strength, low-alloy steel, in accordance with AWWA C111/A21.11, may be substituted for use on cast iron and ductile iron couplings. For buried and submerged installations, TP304 stainless steel bolts and nuts must be provided. Steel middle rings and followers must be fusion bonded epoxy-lined and coated in accordance with Section 09 97 02.00 25, PAINTING:

HYDRAULIC STRUCTURES and pressure tested beyond yield point.

2.3.3.1 Sleeve-Type Couplings

Sleeve-type couplings must be used for joining plain end pipe sections in a flexible manner with a diameter to properly fit the pipe. Flanged coupling adapters must be used for joining plain end pipe to a flanged pipe section, valve flange, or other flanged fitting. Both sleeve type couplings and flanged coupling adapters must meet applicable requirements of AWWA C219.

Carbon steel components must be coated in accordance with Section 09 97 02.00 25, PAINTING: HYDRAULIC STRUCTURES, system no. 29. Fasteners must be made of stainless steel. Gaskets must be ethylene propylene diene monomer (EPDM).

2.3.3.2 Grooved Couplings

Pipe grooves for grooved couplings must comply with AWWA C606. Grooved coupling housings must be made of ductile iron in accordance with ASTM A536, grade 65-45-12. Gaskets must be EPDM rubber. Fasteners must be zinc plated and must be of the coupling manufacturer's standard material.

Grooved couplings must be painted with the manufacturer's standard rust-inhibiting paint. Additionally, apply a second and third coat of protective coating per Section 09 97 02.00 25, PAINTING: HYDRAULIC STRUCTURES, paint system No. 29, as applicable. Submit product data for all grooved coupling sizes and types for review and approval.

2.3.3.3 Transition Couplings

Transitional couplings per AWWA C219 may be used to connect two pipes of the same material that have small differences in outside diameter. A fully assembled transitional coupling must be sized to properly fit pipe diameters. The coupling must consist of one steel middle ring, two steel followers, two elastomeric wedge section gaskets and elliptic-neck, track-head steel bolts designed to properly compress the gaskets. The coupling must use ethylene propylene diene monomer (EPDM) wedge gaskets.

The coupling must be sized to match the associated piping. Carbon steel components must be coated in accordance with Section 09 97 02.00 25, PAINTING: HYDRAULIC STRUCTURES, system no. 29.

2.3.3.4 Flanged Coupling Adapters

Flanged coupling adapters must be fully assembled units manufactured to meet AWWA C219. The flanges must mate with the existing mating flanges which are shown to be drilled in accordance with ASME B16.1 Class 125.

Field verify existing flange bolt hole pattern. The coupling must use ethylene propylene diene monomer (EPDM) wedge gaskets. Where pipe movement out of the adaptor may occur, proper anchorage of the pipe must be provided. Carbon steel components must be coated in accordance with Section 09 97 02.00 25, PAINTING: HYDRAULIC STRUCTURES, system no. 29.

Fasteners must be made of stainless steel.

40 05 13.00 25-8

2.4 VALVES

2.4.1 General Requirements For Valves

Valves must include all accessories required for a complete operation. The valves must be suitable for the intended service. Renewable parts are not to be of a lower quality than those specified. Valves must be the same size as adjoining pipe. Valve ends must be compatible with adjacent piping system. An operator must be sized to operate the associated valve for the full range of pressures and velocities, see Section 35 05 40.00 25, HYDRAULIC POWER SYSTEMS FOR CIVIL WORKS STRUCTURES for hydraulic cylinder requirements.

2.4.2 Valve Schedule

Submit valve product data including, but not limited to, valve manufacturer's catalog cuts, a list of valve materials, pressure ratings, dimensional drawings of each valve size, and reference identification as indicated. Provide a list of any special tools necessary for each valve type and appurtenances furnished for adjustment, operation, maintenance and disassembly.

2.4.3 Knife Gate Valves

Provide nine new knife gate valves that will replace the existing ball valves at each fish horn intake. Knife gate valves must conform to the following:

a. Knife gate valves must be of full flange flat face to face design per MSS SP-81. Flanges must be flat face. Valve must have threaded flange bolt holes to permit independent upstream or downstream pipe flange removal without effecting the shutoff or body shell pressure rating of the valve. The body shell pressure rating and the shutoff pressure rating must be 150 psig.

b. Valve body must be cast stainless steel per ASTM A351/A351M, grade CF8M. Valve gate must be stainless steel per ASTM A240/A240M, type

316. Both faces and edges of the valve gate must have a 43 microinch surface texture or better.

c. Valves must be furnished with a resilient seat which seals around the edge, not the face of the gate, and must be replaceable and mechanically retained without the use of adhesives. Resilient seat must be Viton. Valve must also have a secondary metal seat to provide gate support and must withstand the full rated pressure in either direction.

d. The top gate seal must be fully enclosed and must be re-packable with the valve in service under fully rated pressure and without the removal of packing gland or follower. This seal must be capable of resealing by means of injection of packing material into the seal chamber through external ports located at a minimum of four locations to insure even pressure and packing material distribution. The top seal must be protected by glass filled phenolic scraper blades. The scraper blades must be pressed into the gate by means of mechanically retained rubber backing cord.

e. The actuator support structure of the valve must be 4 solid posts of stainless steel. The valve yoke must be of sufficient strength to

40 05 13.00 25-9 withstand five times the maximum operating thrust required for the valve to operate.

f. The valve must be operated by a hydraulic cylinder. See Section 35 05 40.00 25, HYDRAULIC POWER SYSTEMS FOR CIVIL WORKS STRUCTURES for hydraulic cylinder requirements. Valve manufacturer must coordinate with hydraulic cylinder manufacturer in order to ensure proper connection and operation once assembled. The intent is for the hydraulic power system manufacturer to also manufacture the hydraulic cylinders due to the special nature of hydraulic cylinders designed for water based fluid service.

g. The valves must be suitable to continuous submergence in up to 120 feet of water. Valves will actually be submerged as the reservoir level rises, so the valves must not be effected by submerged/dry cycles. Valves must be able to be able to be mounted in the orientations as shown in the drawings.

2.5 MISCELLANEOUS PIPING COMPONENTS

2.5.1 Indicating Devices

2.5.1.1 Temperature Sensors

Temperature sensors must be submersible in up to 150 feet of water and must have a sensing range of at least -20 degrees F to 120 degrees F.

Temperature sensors must output a 4-20 mA signal and must be provided with a sufficient length of marine grade cable. An example of a temperature sensor meeting these requirements is the 270-WQ101 Submersible Temperature Sensor by NovaLynx. Submit temperature sensor product data for approval prior to procurement. Design a holder for the temperature sensor that will keep the sensor in place and offer some measure of protection from debris.

Construct the holder out stainless steel. The holder must have holes or slots in order to facilitate water flow to and around the sensor. Attach one holder onto an interior wall of each valve vault at the same elevation as the centerline of the fish horn pipes by means of stainless steel expansion-type concrete anchors. Install one temperature sensor in each holder.

2.6 PIPE SUPPORTS AND PENETRATIONS

Provide auxiliary steel where the support of piping systems and equipment is required between building structural elements. Light gauge and structural steel shapes must conform to the requirements of ASTM A36/A36M.

The Contractor has the option to use pre-engineered support systems of hot dipped galvanized, or stainless steel products. However, a mixture of support system manufacturers products is not permitted. Where auxiliary steel is indicated as stainless steel, provide type 304 stainless steel conforming to ASTM A240/A240M.

2.6.1 Pipe Supports

Provide new pipe supports in the fish horn valve vaults. Pipe supports must be adjustable saddle-type supports. Pipe supports must be eaither hot dipped galvanized or made of 304 stainless steel. Where dissimilar metals would be in contact, provide an insulating material such as UHMW polyethylene between the dissimilar metals.

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PART 3 EXECUTION

3.1 EXAMINATION

After becoming familiar with all details of the work, verify all dimensions in the field, and advise the CO of any discrepancy before performing the work.

3.2 PREPARATION

3.2.1 Protection

Pipe and equipment openings must be closed with caps or plugs during installation. Equipment must be protected from dirt, water, and chemical or mechanical damage.

3.2.2 System Preparation

3.2.2.1 Pipe and Fittings

Pipe and fittings must be inspected before exposed piping is installed or buried piping is lowered into the trench. Clean the ends of pipes thoroughly, remove foreign matter and dirt from inside of pipes, and keep piping clean during and after laying.

3.2.2.2 Damaged Coatings

Repair damaged coating areas in the field with material equal to the original coating, except for damaged glass-lined pipe which must be promptly removed from the site. Do not install damaged piping materials.

Field repair of damaged and uncoated areas of galvanized piping must conform to ASTM A780/A780M.

3.3 EXPOSED PIPING INSTALLATION

Exposed piping must be run as straight as practical along the alignment shown on the Contract drawings and with a minimum of joints. Piping and appurtenances must be installed in conformance with reviewed shop drawings, manufacturer's instructions and ASME B31.3. Piping must be installed without springing or forcing the pipe.

3.3.1 Anchors and Fasteners

Impact expansion (hammer and explosive charge drive-type) anchors and fastener systems are not acceptable. Lead shields, plastic or fiber inserts, and drilled-in plastic sleeve/nail drive systems are also not acceptable.

3.3.1.1 Drilled-In Expansion Anchors and Fasteners

Anchors must be designed to accept both machine bolts and/or threaded rods. Such anchors must consist of an expansion shield and expander nut contained inside the shield. The expander nut must be fabricated and designed to climb the bolt or rod thread and simultaneously expand the shield as soon as the threaded item, while being tightened, reaches, and bears against the shield bottom. The shield body must consist of four legs, the inside of each must be tapered toward shield bottom (or nut end). The end of one leg must be elongated and turned across shield bottom. The outer surface of shield body must be ribbed for grip-action.

40 05 13.00 25-11

The expander nut must be of square design with sides tapered inward from bottom to top. The anchor materials of construction must be TP304 stainless steel of 30,000 psi minimum tensile strength. Fasteners must be machine bolts for use with above anchors; nuts and washers must conform to ASTM A194/A194M. The anchor length, diameter, and embedment depth must meet the manufacturer's requirements for the maximum allowable working load of the application.

3.3.1.2 Drilled-In Adhesive Anchors

Drilled-in adhesive anchors must not be used for overhead applications.

The anchors must be composed of an anchor rod assembly and an anchor rod adhesive cartridge. The anchor rod assembly must be a chamfered and threaded stud rod of TP304 stainless steel with a nut and washer of TP316 stainless steel. The anchor length, diameter, and embedment depth must meet the manufacturer's requirements for the maximum allowable working load of the application. The adhesive cartridge must be a sealed capsule containing premeasured amounts of resin, quartz sand aggregate, and a hardener contained in a separate vial within the capsule. The capsule ingredients must be activated by the insertion procedure of the anchor rod assembly.

3.3.2 Piping Flexibility Provisions

Thrust protection must be provided as required. Flexible couplings and expansion joints must be installed at connections to equipment, and where shown on the Contract drawings. Additional pipe anchors and flexible couplings beyond those shown on the Contract drawings, must be provided to facilitate piping installation, in accordance with reviewed shop drawings.

3.3.3 Couplings, Adapters and Service Saddles

Pipes must be thoroughly cleaned of oil, scale, rust, and dirt in order to provide a clean seat for gaskets. Gaskets must be wiped clean prior to installation. Flexible couplings and flanged coupling adapter gaskets must be lubricated with the manufacturer's recommended lubricant before installation on the pipe ends. Couplings, service saddles, and anchor studs must be installed in accordance with manufacturer's instructions.

Bolts must be tightened progressively, drawing up bolts on opposite sides a little at a time until all bolts have a uniform tightness. Torque-limiting wrenches must be used to tighten bolts.

3.3.4 Piping Equipment/Component Installation

Piping components and indicators must be installed in accordance with manufacturer's instructions. Required upstream and downstream clearances, isolation valves, and miscellaneous devices must be provided for an operable installation.

3.3.4.1 Temperature Sensor Installation

Install temperature sensors as shown in the Contract Drawings.

3.3.4.2 Interim Protective Measures

Provide a blind flange on each fish horn intake immediately after the existing ball valves are removed. This is to prevent water from entering the fish horn pipes in the event the reservoir rises suddenly. Blind flanges are not necessary if the new knife gate valves are installed

40 05 13.00 25-12 immediately after ball valve removal.

3.3.5 Pipe Flanges

Pipe flanges must be set level, plumb, and aligned. Flanged fittings must be installed true and perpendicular to the axis of the pipe. The bolt holes must be concentric to the centerline of the pipe.

3.3.6 Valve Locations

Valves must be located in accordance with the Contract drawings where actuators are shown. Where actuators are not shown, valves must be located and oriented to permit easy access to the valve operator, and to avoid interferences.

3.3.7 Pipe Tap Connections

Taps to pipe barrels are unacceptable. Taps to ductile iron piping must be made only with a service saddle or at a tapping boss of a fitting, valve body, or equipment casting. Taps to steel piping must be made only with a welded threadolet connection.

3.4 BURIED PIPE PLACEMENT

3.4.1 Thrust Restraint

Thrust restraint devices are generally not shown in the Contract drawings;

their absence must not relieve Contractor of the responsibility for providing them as required to provide complete systems for the use intended. Provide thrust blocks and ties where required, whether or not shown on the Contract drawings. At a minimum, thrust restraint must be provided at pipeline tees, plugs, caps, bends, and other locations where unbalanced forces exist.

3.5 CONNECTING DISSIMILAR PIPE

Flexible transition couplings, dielectric fittings and isolation joints must be installed in accordance with the manufacturer's instructions.

3.6 EXTERNAL CORROSION PROTECTION

Protect all pipe and piping accessories from corrosion and adverse environmental conditions.

3.6.1 Underground Metallic Piping

Buried metallic piping must be protected from corrosion using protective coatings. Where dissimilar metals are joined underground, gas-tight isolation joints must be used; insulating joint material must be provided to control galvanic or electrical action.

3.6.2 Above Grade Metallic Piping

Nonferrous and stainless steel piping must not be painted except for aluminum alloy piping. Where dissimilar metals are joined, isolation joints must be used.

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3.6.2.1 Ferrous Piping

Ferrous piping and appurtenances must be coated in accordance with Section

09 97 02.00 25, PAINTING: HYDRAULIC STRUCTURES.

3.7 VALVE INSTALLATION

Flanged valve bolt holes must be installed so as to straddle the vertical centerline of pipe. Flanged faces must be cleaned prior to inserting the gasket and bolts, and then the nuts must be tightened progressively and uniformly. Threaded ends must have the threads cleaned by wire brushing or swabbing prior to installation.

3.7.1 Valve Orientation

Valves must be oriented as shown on the drawings or otherwise as needed to fit within the existing valve boxes.

3.8 PIPING SUPPORT SYSTEMS INSTALLATION

The absence of pipe supports and details on the Contract drawings must not relieve the Contractor of responsibility for sizing and providing supports throughout plant.

3.8.1 General Support Requirements

Pipe support systems must meet the requirements of MSS SP-58.

Contractor-designed and selected support systems must be installed in accordance with MSS SP-69, and as specified herein. Piping connections to equipment must be supported by pipe supports and not off the equipment.

Large or heavy valves, fittings, and/or equipment must be supported independently of associated piping. Pipes must not be supported off other pipes. Supports must be provided at piping changes in direction or in elevation, adjacent to flexible joints and couplings, and where otherwise shown on the Contract drawings. Pipe supports and hangers must not be installed in equipment access areas or bridge crane runs. Hanging pipes must be braced against horizontal movement by both longitudinal and lateral sway bracing. At each channel type support, every pipe must be provided with an intermediate pipe guide, except where pipe anchors are required.

Existing support systems may be used to support additional new piping only if the Contractor can demonstrate that the existing support systems are adequate for the additional loads, or if the existing systems are strengthened to support the additional loads. Pedestal type pipe supports must be provided under base flanges adjacent to rotating equipment and where required to isolate vibration.

3.8.2 Dielectric Barriers

Dielectric barriers must be installed between supports and copper or stainless steel piping, and between stainless steel supports and non-stainless steel ferrous piping.

3.8.3 Support Methods

Piping support must be provided as specified and as shown.

40 05 13.00 25-14

3.9 FIELD QUALITY CONTROL

3.9.1 Pipe Leakage Tests

Unless approved by the CO, leakage testing must be conducted after the fish facility is placed in operation at the start of the fish collection season, as determined by the Government. The Fish Facility Water Supply discharge pipes joints will be observed when the pipes are operating normally. If leaks are observed, the Contractor must be responsible for addressing the problem and stopping the leak.

3.9.2 Valve Testing

Submit copies of all field test reports within 24 hours of the completion of the test. Valves may either be tested while testing pipelines, or as a separate step. It must be demonstrated that valves open and close smoothly with operating pressure on one side and atmospheric pressure on the other.

Depending on the reservoir level, this may not be possible at all intake elevations. At a minimum, each fish horn valve must be operated from full-closed to full-open, and back to full closed. Record the time required to open and close each valve, and account for any discrepancies with manufacturer's data.

3.10 CLEANING

Prevent the accumulation of weld rod, weld spatter, pipe cuttings and filings, gravel, cleaning rags, oil, grease, and other foreign material within piping sections during fabrication. Thoroughly clean the interior of all piping prior to field assembly. The piping must be examined to assure removal of these and other foreign objects prior to assembly and installation.

3.11 MANUFACTURER'S FIELD SERVICES

Submit a signed statement certifying that the installation is satisfactory and in accordance with the Contract drawings and specifications and the manufacturer's prescribed procedures and techniques, upon completion of the project and before final acceptance. Obtain manufacturer's technical assistance for Contractor training, installation inspection, start up, and owner operating and maintenance training. Follow manufacturer's instructions for installation.

3.12 OPERATION AND MAINTENANCE

Submit operation and maintenance data per Section 01 78 23.00 25, OPERATION

AND MAINTENANCE DATA.

-- End of Section --

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1.9 SHOP DRAWINGS

2.2.4 Carbon Steel Coatings