Solicitaion_Signed_W912EE-16-R-0004.pdf
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- Narrow Dam Transformer Federal contract opportunity
- Solicitation number
- W912EE-16-R-0004
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| File | Type | Posted |
|---|---|---|
| W912EE-16-R-0004_Solicitation_AMEN_04_7_June_2016.pdf | ||
| A22_Solicitation_W912EE-16-R-0004_June_3_Amendment_003.pdf | ||
| W912EE-16-R-0004-0002_19_May_2016.pdf | ||
| W912EE-16-R-0004_Solicitation_AM_0001_4_May_2016.pdf | ||
| Statement_of_Work.docx | DOCX document | |
| Specifications.docx | DOCX document |
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CODE
(Hour)
PAGE(S)
until local time
X
A X B X C
D
EX
X G F 99
100 - 112 H 113 - 122 fannie.m.robertson@usace.army.mil
RATING PAGE OF PAGES
7. ISSUED BY
(Date)
IMPORTANT - Award will be made on this Form, or on Standard Form 26, or by other authorized official written notice.
Previous Edition is Unusable 33-134 STANDARD FORM 33 (REV. 9-97)
Prescribed by GSA FAR (48 CFR) 53.214(c)
1 122
(If other than Item 7)
15A. NAME 16. NAME AND TITLE OF PERSON AUTHORIZED TO
AND
ADDRESS
SIGN OFFER (Type or print)
OF
OFFEROR
AMENDMENT NO. DATE
15B. TELEPHONE NO (Include area code) 17. SIGNATURE15C. CHECK IF REMITTANCE ADDRESS
IS DIFFERENT FROM ABOVE - ENTER
SUCH ADDRESS IN SCHEDULE.
18. OFFER DATE
1. THIS CONTRACT IS A RATED ORDER
UNDER DPAS (15 CFR 700)
2. CONTRACT NO.
W912EE 8. ADDRESS OFFER TO
See Item 7
9. Sealed offers in original and copies for furnishing the supplies or services in the Schedule will be received at the place specified in Item 8, or if handcarried, in the depository located in
CAUTION - LATE Submissions, Modifications, and Withdrawals: See Section L, Provision No. 52.214-7 or 52.215-1. All offers are subject to all terms and conditions contained in this solicitation.
10. FOR INFORMATION
CALL:
A. NAME (NO COLLECT CALLS)
FANNIE M ROBERTSON 601-631-5178
11. TABLE OF CONTENTS
SOLICITATION/ CONTRACT FORM
SUPPLIES OR SERVICES AND PRICES/ COSTS
2 - 3
X I CONTRACT CLAUSES
DESCRIPTION/ SPECS./ WORK STATEMENT
PACKAGING AND MARKING
4 - 61 J LIST OF ATTACHMENTS
INSPECTION AND ACCEPTANCE
DELIVERIES OR PERFORMANCE
X K
REPRESENTATIONS, CERTIFICATIONS AND
OTHER STATEMENTS OF OFFERORS
CONTRACT ADMINISTRATION DATA 64 X
SPECIAL CONTRACT REQUIREMENTS
OFFER (Must be fully completed by offeror) X M
L INSTRS., CONDS., AND NOTICES TO OFFERORS
EVALUATION FACTORS FOR AWARD
NOTE: Item 12 does not apply if the solicitation includes the provisions at 52.214-16, Minimum Bid Acceptance Period.
is inserted by the offeror) from the date for receipt of offers specified above, to furnish any or all items upon which prices are offered at the price set opposite each item, delivered at the designated point(s), within the time specified in the schedule.
13. DISCOUNT FOR PROMPT PAYMENT
(See Section I, Clause No. 52.232-8)
14. ACKNOWLEDGMENT OF AMENDMENTS
(The offeror acknowledges receipt of amendments
AMENDMENT NO. DATE
to the SOLICITATION for offerors and related documents numbered and dated):
FACILITY
12. In compliance with the above, the undersigned agrees, if this offer is accepted within calendar days (60 calendar days unless a different period
SOLICITATION, OFFER AND AWARD
X
(X) SEC. DESCRIPTION (X) SEC. DESCRIPTION PAGE(S)
PART I - THE SCHEDULE
26. NAME OF CONTRACTING OFFICER (Type or print) 27. UNITED STATES OF AMERICA 28. AWARD DATE
EMAIL:TEL: (Signature of Contracting Officer)
CODE CODE
B. TELEPHONE (Include area code) C. E-MAIL ADDRESS
AWARD (To be completed by Government)
19. ACCEPTED AS TO ITEMS NUMBERED 20. AMOUNT 21. ACCOUNTING AND APPROPRIATION
22. AUTHORITY FOR USING OTHER THAN FULL AND OPEN COMPETITION:
10 U.S.C. 2304(c)( ) 41 U.S.C. 253(c)( ) (4 copies unless otherwise specified)
23. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM
24. ADMINISTERED BY (If other than Item 7) CODE 25. PAYMENT WILL BE MADE BY CODE
PART IV - REPRESENTATIONS AND INSTRUCTIONS
PART III - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS
65 - 98
PART II - CONTRACT CLAUSES
VICKSBURG CONTRACTING OFFICE
4155 CLAY ST
VICKSBURG MS 39183-3435
601-631-
601-631-7261FAX:
TEL:
FAX:
TEL:
NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".
SOLICITATION
6. REQUISITION/PURCHASE NO.5. DATE ISSUED
15 Apr 2016
4. TYPE OF SOLICITATION
SEALED BID (IFB)
NEGOTIATED (RFP)
[ X ]
3. SOLICITATION NO.
W912EE-16-R-0004
Section B - Supplies or Services and Prices
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
0001 4 Each Design, Manufacture and Test Transformer
FFP
Design, Manufacture and Test Transformers FOB: Destination
NET AMT
0002 4 Each Deliver Transformer and Accessories
FFP
Deliver Transformer and Accessories to Narrows Dam Power Plant
0003 4 Each Off-load and Install Transformer
FFP
Off-load and Install Transformer and Accessories
0004 1 Each Furnish Spare Parts
FFP
Furnish Spare Parts
Section C - Descriptions and Specifications
STATEMENT OF WORK
Statement of Work Transformer Supply, Vicksburg District:
Narrows Dam, U.S. Army Corps of Engineers (USACE)
1. Scope: The principal components of the work to be performed include design, manufacture, factory test, and deliver to Narrows Dam Power Plant in Arkansas; four 8,400/12,000 kVA, 69 kV/39.8 kV high-voltage winding, 13.2 kV low-voltage winding; cooling class OFAF/OFAF, Class I single-phase GSU power transformers and accessories, with an option to provide on-site long-term temporary storage. The work will also include offloading and movement of the transformers at the Narrows Dam Power plant, reassembly, oil-filling, perform field tests and furnishing of spare parts. All work will be performed to comply with site operations, environmental protection, and safety and health provisions.
2. Materials: The Bill of Materials is below.
Line Item # Item Description Qty
Design, Manufacture and Test 8,400/12,000 kVA; 69 kV/39.84 kV high-voltage winding, 13.2 kV low-voltage winding; cooling class OFAF/OFAF; single-phase GSU power transformer and accessories.
Deliver Transformer and Accessories
FFP
Deliver 8,400/12,000 kVA single-phase power transformer and accessories from manufacturing facility complete to the Narrows Dam power plant
Off-load Transformer and Accessories
FFP
Off-load 8,400/12,000 kVA transformer and accessories at the Narrows Dam power plant transformer yard, perform inspections, perform cleaning, move transformers to its operating location, perform transformer reassembly, furnish transformer oil and perform oil-filling and processing, perform field tests, and provide the of services of an Erecting Engineer and Commissioning Agent. 4
4 Furnish Spare Parts 1
3. Delivery: The Government requires delivery to be made to the Narrows Dam Power Plant in Arkansas.
4. Period of Performance: The period of performance shall be from date of award and be delivered NLT one year from date of award.
TRANSFORMER P&S
Narrows Dam GSU Transformer Supply P&S NRTS15
SECTION TABLE OF CONTENTS
DIVISION 48 - ELECTRICAL POWER GENERATION
SECTION 48 19 23.01
8,400/12,000 KVA CLASS I GSU POWER TRANSFORMERS
PART 1 GENERAL
1.1 DESCRIPTION OF WORK
1.2 GENERAL ARRANGEMENT AND CONNECTED POWERTRAIN
1.2.1 General Arrangement
1.2.2 Connected Powertrain
1.3 REFERENCED PUBLICATIONS
1.4 SUBMITTALS
1.5 WARRANTY REQUIREMENTS
PART 2 PRODUCTS
2.1 TYPE AND RATING
2.1.1 General
2.1.2 Transformer Limiting Dimensions and Equipment Arrangement
2.1.3 Requirements
2.1.4 Standard Products
2.1.5 Ratings and Electrical Characteristics
2.1.6 Unusual Service Conditions
2.2 STRUCTURAL DESIGN CRITERIA AND SEISMIC CALCULATIONS
2.2.1 Structural Design Criteria
2.2.2 Seismic Calculations
2.2.3 Anchorage to Concrete Pad for Seismic Restraint
2.3 THERMAL DESIGN
2.4 CORE
2.5 WINDINGS
2.5.1 General
2.5.2 Insulation Levels
2.5.3 Short Circuit Capability
2.5.4 Embedded Fiber Optic Probes
2.6 TANK
2.6.1 Construction
2.6.2 Gasketing
2.6.3 Lifting and Moving Facilities
2.6.3.1 Lifting Facilities
2.6.3.2 Moving Facilities
2.6.4 Valves
2.6.5 Connections
2.6.5.1 General
2.6.5.2 Stainless Steel
2.6.6 Steel Pipe and Fittings
2.6.7 Grounding
2.6.8 Personal Fall Protection System
2.6.9 Portable Fall Arrest System
2.6.9.1 Portable Fall Arrest System Anchor Post
2.6.9.2 Anchor Post Accessories
2.6.9.3 Mounting Plates
2.6.10 Oil Level Markings
2.6.11 Structural Steel Supporting Base
2.6.12 Jack Ports
SECTION 48 19 23.01 Page 1
2.6.13 Center of Gravity
2.7 COOLING EQUIPMENT
2.7.1 Radiators
2.7.2 Coolers
2.7.3 Oil Circulating Pumps
2.7.4 Forced-Air Equipment
2.7.5 Power Supply Equipment
2.7.6 Cooling Control Equipment
2.8 BUSHINGS
2.8.1 General Bushing Requirements
2.8.2 Ratings
2.8.2.1 High-Voltage Bushings
2.8.2.2 High-Voltage Neutral Bushing
2.8.2.3 Low-Voltage Bushings
2.8.3 High-Voltage and Neutral Bushing Terminals
2.8.4 Low-Voltage Bushing Terminal Connections
2.8.5 Core Ground Bushings
2.8.6 SFRA Test Shipping Bushings
2.9 BUSHING-TYPE CURRENT TRANSFORMERS
2.9.1 High-Voltage Bushings
2.9.2 Low-Voltage Bushings
2.9.3 High-Voltage Neutral Bushing
2.10 TRANSFORMER MOUNTED ACCESSORIES
2.10.1 General
2.10.2 Liquid Level Indicator
2.10.3 Analog Temperature Indicating Equipment
2.10.3.1 Liquid Temperature Indicator
2.10.3.2 Winding Temperature Equipment
2.10.4 Electronic Pressure Monitor
2.10.4.1 General
2.10.4.2 Features
2.10.5 Pressure Relief Device
2.10.5.1 General
2.10.5.2 Oil Discharge Piping
2.10.6 On-line Dissolved Gas and Moisture Content Monitor
2.10.6.1 General
2.10.6.2 Mounting and Interconnection
2.10.6.3 Communication and Data
2.10.6.4 Optional Accessories
2.10.6.5 Factory Installation
2.10.6.6 Provisions for Shipment
2.10.7 De-energized Tap Changer Control
2.10.8 Oil Flow Indicators and Switches
2.10.9 Contacts and Devices
2.11 OIL
2.11.1 Quantity and Transformer Oil Certification
2.11.2 Type of Oil
2.11.3 Chemical, Physical and Electrical Characteristics
2.11.4 Sampling
2.11.5 Testing
2.12 OIL PRESERVATION SYSTEM
2.12.1 General
2.12.2 Inert-Gas for Transformer Reassembly after Delivery
2.12.3 Pressure Regulating Equipment
2.12.4 Alarm functions
2.12.5 Enclosure
2.13 TRANSFORMER CONTROL AND POWER CABINETS
2.13.1 General
2.13.2 Mounting and Conduit Interface Provisions
SECTION 48 19 23.01 Page 2
2.13.3 Control Cabinet Requirements
2.13.4 Power Cabinet Requirements
2.13.5 Device Nameplates
2.14 CONTROL AND POWER CABINET EQUIPMENT
2.14.1 Cooling Control Equipment
2.14.1.1 General
2.14.1.2 Stages of Cooling
2.14.2 Electronic Temperature Monitor with Fiber Optic Winding
Temperature Measurement
2.14.2.1 General
2.14.2.2 Features
2.14.2.3 Monitoring Functions
2.14.2.4 Control Functions
2.14.2.5 Outputs
2.14.2.6 Winding Temperature Measurement
2.14.2.7 Fiber Optic Probes and Connectors
2.14.3 Local Annunciator Panel
2.14.4 Automatic Transfer Switch
2.14.4.1 General
2.14.4.2 Automatic Operation
2.14.5 Electronic Pressure Monitor
2.14.5.1 General
2.14.5.2 Features
2.14.6 Auxiliary Power Transformer
2.14.7 Magnetic Contactors
2.14.8 Molded-Case Circuit Breakers
2.14.8.1 General
2.14.8.2 Trip Units
2.14.8.3 208 V ac Circuits
2.14.8.4 120 V ac Circuits
2.14.8.5 125 V dc Circuits
2.14.9 Auxiliary and Interposing Relays
2.14.9.1 Auxiliary Relays
2.14.9.2 Interposing Relay for the Lockout Relay
2.14.10 Lockout Relay
2.14.11 Control and Instrument Switches
2.14.12 Terminal Blocks
2.14.12.1 Control Signal Type
2.14.12.2 Short-Circuiting Type
2.14.12.3 Power Distribution Blocks
2.14.13 Fuses and Fuseholders
2.14.14 Lighting, Convenience Receptacle, and Cabinet Heaters
2.15 INSULATED WIRE AND CABLE
2.16 CONDUIT SYSTEMS
2.16.1 General
2.16.2 Conduit and Fittings
2.16.3 Outlet and Junction Boxes
2.17 SPARE PARTS
2.18 NAMEPLATES
2.18.1 Transformer Nameplate
2.18.2 Lifting Nameplate
2.18.3 Device Nameplates
2.18.4 Additional Transformer Identification
PART 3 EXECUTION
3.1 TRANSFORMER DESIGN REVIEW MEETING
3.1.1 General
3.1.2 Design Review Meeting Requirements
SECTION 48 19 23.01 Page 3
3.2 TRANSFORMER DESIGN DRAWINGS
3.2.1 Outline and Assembly Drawings
3.2.2 Detail Drawings
3.3 TRANSFORMER FACTORY ASSEMBLY
3.3.1 General
3.3.2 Welding
3.3.2.1 General
3.3.2.2 Welder Qualifications
3.3.2.3 Welding Materials
3.3.2.4 Welding Procedures
3.3.2.5 Preheat and Interpass Temperature
3.3.2.6 Inspection and Weld Inspector Qualifications
3.3.3 Manufacturing Inspection by Government Personnel
3.4 TRANSFORMER FACTORY ACCEPTANCE TESTS
3.4.1 General
3.4.2 Factory Acceptance Test Report
3.4.3 Control and Cooling Consumption Losses
3.4.4 Zero-Phase Sequence Impedance
3.4.5 Analog Temperature Gages
3.4.6 Temperature Rise Test
3.4.7 Dissolved Gas-In-Oil Analysis
3.4.8 Audible Sound Level Test
3.4.9 Winding Insulation Resistance
3.4.10 Core Insulation Resistance
3.4.11 Insulation Power Factor and Capacitance
3.4.12 Low-frequency Dielectric Tests on Auxiliary Devices
3.4.13 Impulse Tests
3.4.14 Induced Voltage Test With Partial Discharge Measurements
3.4.14.1 General
3.4.14.2 7,200 Cycle Enhancement Level
3.4.14.3 Data Reporting
3.4.15 Leak Test
3.4.16 Leakage Reactance Measurement Test
3.3.17 Sweep Frequency Response Analysis Tests
3.4.17.1 Required Tests
3.4.17.2 Test Equipment and Test Parameters
3.4.17.3 Test Cable Integrity
3.4.17.4 Test Connections
3.4.17.5 Data Reporting
3.4.17.6 Data Interpretation
3.4.18 Device Operational Tests
3.4.19 De-Energized Tap Changer Test
3.4.20 Insulated Wire and Cable
3.5 BUSHING TESTS
3.5.1 General
3.5.2 Bushing Design Tests
3.5.2.1 Partial Discharge Tests
3.5.3 Bushing Withstand Test Voltages
3.5.4 Bushing Routine Tests
3.5.5 Bushing Current Transformer Tests
3.6 FACTORY CLEANING AND PAINTING
3.6.1 General
3.6.2 Interior Surfaces
3.6.3 Exterior Surfaces
3.6.4 Machined Surfaces
3.7 TRANSFORMER SHIPMENT, HAULING AND SITE ASSEMBLY
-- End of Section Table of Contents --
SECTION 48 19 23.01 Page 4
SECTION 48 19 23.01
8,400/12,000 KVA CLASS I GSU POWER TRANSFORMERS
PART 1 GENERAL
1.1 DESCRIPTION OF WORK
This Section covers the design, manufacturing and factory testing of four single-phase generator step-up (GSU) power transformers rated 8,400/12,000 kVA, 69 kV GrdY/39.8 kV high-voltage, 13.2 kV low-voltage, Class OFAF/OFAF cooling, for delivery f.o.b. to Narrows Dam switchyard. Transformer shipment, hauling, off-loading and placement in the operating location, site reassembly and field testing requirements are as required in SECTION 48 20 00. Throughout this Section, the transformer tank layout is identified by Segments 1 through 4, as defined in IEEE C57.12.10, Figure 1, and indicated on drawings E-101 and E-102.
1.2 GENERAL ARRANGEMENT AND CONNECTED POWERTRAIN
1.2.1 General Arrangement
The transformers specified in this Section will replace four existing single-phase transformers presently located in the Narrows Dam switchyard.
Reference drawing 329/93451, Sheet 151, shows the layout and configuration of the existing transformers. The new single-phase transformers shall be designed and manufactured as required herein, for installation in the same location as the existing transformers. One single-phase transformer will be installed as a spare. Anchoring of each transformer and all external connections to power plant equipment will be performed by a separate installations contractor.
1.2.2 Connected Powertrain
The new single-phase transformers shall be sized per the requirements of paragraph, "Ratings and Electrical Characteristics". The bank of single-phase transformers will transmit the power of three connected hydrogenerators rated 10,860 kVA, 0.90 pf.
1.3 REFERENCED PUBLICATIONS
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 SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT)
ASNT SNT-TC-1A (2011) Recommended Practice for Personal Qualification and Certification in Nondestructive Testing
ASME INTERNATIONAL (ASME)
ASME B1.1 (2003; R 2008) Unified Inch Screw Threads (UN and UNR Thread Form)
SECTION 48 19 23.01 Page 5
ASME B1.20.1 (2013) Pipe Threads, General Purpose (Inch)
ASME B16.1 (2010) Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125, and 250)
ASME B16.24 (2011) Cast Copper Alloy Pipe Flanges and Flanged Fittings (Classes 150, 300, 600, 900, 1500, and 2500
ASME B18.2.6M (2012) Metric Fasteners for Use in Structural Applications
ASME BPVC SECTION IX (2013) Qualification Standard for Welding and Brazing Procedures, Welders, Brazers, and Welding and Brazing Operators
ASTM INTERNATIONAL (ASTM)
ASTM A 53 (2012) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless
ASTM A 343 (2014) Standard Test Method for Alternating-Current Magnetic Properties of Materials at Power Frequencies Using Wattmeter-Ammeter-Voltmeter Method and 25-cm Epstein Test Frame
ASTM A 475 (2003; R 2014) Standard Specification for Zinc-Coated Steel Wire Strand
ASTM A 664 (2015) Standard Practice for Identification of Standard Electrical Steel Grades in ASTM Specifications
ASTM A 717 (2012) Standard Test Method for Surface Insulation Resistivity of Single-Strip Specimens
ASTM A 876 (2012) Standard Specification for Flat-Rolled, Grain-Oriented, Silicon-Iron, Electrical Steel, Fully Processed Types
ASTM D 923 (2015) Standard Practice for Sampling Electrical Insulating Liquids
ASTM D 1533 (2012) Standard Test Method for Water in Insulating Liquids by Coulometric Karl Fischer Titration
ASTM D 1535 (2014) Standard Practice for Specifying Color by the Munsell System
ASTM D 3487 (2009) Standard Specification for Mineral Insulating Oil Used in Electrical Apparatus
ASTM D 4059 (2000; R 2010) Standard Test Method for Analysis of Polychlorinated Biphenyls in Insulating Liquids by Gas Chromatography
SECTION 48 19 23.01 Page 6
ASTM F 1145 (2005; R 2011) Standard Specification for Turnbuckles, Swaged, Welded, Forged
AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)
ASCE 7-10 (2010) Minimum Design Loads for Buildings and Other Structures
AMERICAN WELDING SOCIETY (AWS)
AWS A2.4 (2012) Standard Symbols for Welding, Brazing, and Nondestructive Examination
AWS D1.1 (2015) Structural Welding Code - Steel
AWS D1.6 (2007) Structural Welding Code - Stainless Steel
INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)
IEEE 693 (2005) Recommended Practice for Seismic Design of Substations
IEEE C57.12.00 (2010) General Requirements for Liquid-Immersed Distribution, Power, and Regulating Transformers
IEEE C57.12.10 (2010; Corr 2 - 2013) Requirements for Liquid-Immersed Power Transformers
IEEE C57.12.70 (2011) Standard Terminal Markings and Connections for Distribution and Power Transformers
IEEE C57.12.80 (2010) Terminology for Power and Distribution Transformers
IEEE C57.12.90 (2010) Test Code for Liquid-Immersed Distribution, Power, and Regulating Transformers
IEEE C57.13 (2008) Requirements for Instrument Transformers
IEEE C57.19.00 (2004; ERTA 2010) General Requirements and Test Procedures for Outdoor Power Apparatus Bushings
IEEE C57.19.01 (2000; R 2010) Performance Characteristics and Dimensions for Outdoor Apparatus Bushings
IEEE C57.91 (2011) Guide for Loading Mineral-Oil-Immersed Transformers and Step-Voltage Regulators
IEEE C57.104 (2008) Guide for the Interpretation of Gases Generated in Oil-Immersed
SECTION 48 19 23.01 Page 7
Transformers
IEEE C57.113 (2010) Recommended Practice for Partial Discharge Measurement in Liquid-Filled Power Transformers and Shunt Reactors
IEEE C57.149 (2012) Guide for the Application and Interpretation of Frequency Response Analysis for Oil-Immersed Transformers
MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS
INDUSTRY (MSS)
MSS SP-72A (2010) Ball Valves with Flanged or Butt-Welding Ends for General Service
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)
NEMA 250 (2014) Enclosures for Electrical Equipment (1000 Volts Maximum)
NEMA C80.1 (2015) Electrical Rigid Steel Conduit
(ERSC)
NEMA FB 1 (2014) Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit, Electrical Metallic Tubing, and Cable
NEMA ICS 1 (2000; R 2015) Industrial Control and Systems General Requirements
NEMA ICS 2 (2000; R 2005) Industrial Control and Systems Controllers, Contactors, and Overload Relays Rated 600 Volts
NEMA ICS 5 (2000; R 2010) Control Circuit and Pilot Devices
NEMA MW 1000 (2015) Magnet Wire
NEMA SG 4 (2009; R 2013) Alternating-Current High-Voltage Circuit Breakers
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
NFPA 70 (2014) National Electrical Code
NFPA 110 (2016) Standard for Emergency and Standby Power Systems
UNDERWRITERS LABORATORIES (UL)
UL 1008 (2014; Rev thru Oct 2015) Transfer Switch Equipment
UL 248-8 (2011; Rev thru Aug 2015) Low-Voltage Fuses - Part 8: Class J Fuses
UL 360 (2013; Rev thru Jan 2015) Liquid-Tight
SECTION 48 19 23.01 Page 8
Flexible Metal Conduit
UL 489 (2013; Rev thru Mar 2014) Molded-Case Circuit Breakers, Molded-Case Switches and Circuit-Breaker Enclosures
UL 508 (1999; Rev thru Oct 2013) Industrial Control Equipment
UL 508A (2013; Rev thru Jan 2014) Industrial Control Panels
UL 514B (2012; Rev thru Nov 2014) Conduit, Tubing, and Cable Fittings
UL 969 (1995; Rev thru Sep 2014) Safety Marking and Labeling Systems
UL 4248-8 (2007; Rev thru Oct 2013) Fuseholders - Part 8: Class J
U.S. ARMY CORPS OF ENGINEERS (USACE)
EM 385-1-1 (2008; Eratta Jul 2011) Safety and Health Requirements Manual
1.4 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with SECTION 01 33 00, "SUBMITTAL PROCEDURES", unless otherwise indicated below:
SD-02 Shop Drawings
a. Outline and Assembly Drawings; G, HDC
Outline and assembly drawings of the transformers shall be submitted for approval within 150 calendar days after date of award to demonstrate that the equipment will conform to the requirements and intent of the specifications.
b. Detail Drawings; G, HDC
Detail drawings shall be submitted for approval within 210 calendar days after date of award to demonstrate that the equipment will conform to the requirements of the specifications.
SD-05 Design Data
a. Descriptive Data; G, HDC
Descriptive data or catalog data of all accessory devices and ancillary equipment provided with the transformers shall be submitted for approval within 240 calendar days after date of award, to demonstrate fully that all parts of the equipment will conform to the requirements and intent of the specifications.
SECTION 48 19 23.01 Page 9
b. Spare Parts List; G, HDC
A listing of all required spare parts to be provided with the transformers shall be submitted for approval within 240 calendar days after date of award. (see paragraph "SPARE PARTS")
c. Structural Design Criteria and Seismic Calculations; G, HDC
Structural design criteria and seismic calculations shall be submitted for approval within 210 calendar days after date of award. Design criteria and calculations shall be performed by qualified civil or structural engineers who are presently registered professional engineers (PE). A cover sheet for the submittal shall be provided and stamped or sealed and signed by a
PE.
d. Electronic Temperature Monitor Settings and Software Configuration; G, HDC
Electronic Temperature Monitor Settings and Software Configuration data shall be submitted for approval a minimum of 60 calendar days prior to the performance of the factory acceptance tests. (see paragraph "Electronic Temperature Monitor with Fiber Optic Winding Temperature Measurement").
SD-06 Test Reports
a. Transformer Factory Acceptance Test Report; G, HDC
The transformer factory acceptance test report shall be submitted for approval not later than 14 calendar days following completion of the factory acceptance tests for each transformer.
(see paragraph "Factory Acceptance Test Report").
b. Bushing Design Tests; G, HDC
The transformer bushing design test reports shall be submitted for approval not later than 30 calendar days following completion of the tests (see paragraph "Bushing Design Tests"). If certified copies of bushing design tests previously conducted within five
(5) years are submitted in-lieu of new test results, they shall be submitted when the bushing selection is made, but not later than 60 calendar days prior to the performance of transformer factory acceptance tests.
c. Bushing Routine Tests; G, HDC
The transformer bushing routine test reports shall be submitted for approval not later than 30 calendar days following completion of the tests. (see paragraph "Bushing Routine Tests").
d. Bushing Current Transformer Tests; G, HDC
The transformer bushing current transformer test reports shall be submitted for approval not later than 30 calendar days following completion of the tests. (see paragraph "Bushing Current Transformer Tests").
SECTION 48 19 23.01 Page 10
SD-07 Certificates
a. Transformer Oil Certification; G, HDC
Transformer oil certification shall be submitted for approval a minimum of 14 calendar days prior to the delivery of oil for each transformer to the Narrows Dam power plant. (see paragraph "Quantity and Transformer Oil Certification").
b. Notification of the Date of the Transformer Design Review Meeting; G, HDC
The contractor shall notify the COR 30 calendar days in advance of when the transformer manufacturer will be ready for performance of a design review meeting, to be held at the manufacturer's facility. (see paragraph "TRANSFORMER DESIGN REVIEW MEETING").
c. Notification of the Date of Factory Tests; G, HDC
The contractor shall notify the COR, in writing, 30 calendar days in advance of when the transformer will be ready for factory acceptance tests, so that the tests may be witnessed by a Government Representative. If factory testing in a foreign country is proposed, the Contractor shall notify the COR in writing of the preliminary testing dates, not later than 60 days prior to the start of factory tests. (see paragraph "TRANSFORMER
FACTORY ACCEPTANCE TESTS").
d. Welder Qualifications; G, HDC
The welding operators and welders qualifications shall be submitted a minimum of 30 calendar days prior to their performance of work. (see paragraph "Welder Qualifications").
e. Weld Inspector Qualifications; G, HDC
The qualifications for the Contractor's Quality Assurance personnel responsible for performing weld inspections shall be submitted a minimum of 30 calendar days prior to the performance of weld inspections. (see paragraph "Inspection and Weld Inspector Qualifications").
SD-08 Manufacturer's Instructions
a. Factory Test Procedures; G, HDC
The transformer factory test procedures shall be submitted for approval a minimum of 60 calendar days prior to the performance of the factory acceptance tests for the first transformer. (see paragraph "TRANSFORMER FACTORY ACCEPTANCE TESTS").
b. Welding Procedures; G, HDC
Welding procedures and specifications and copies of test reports shall be submitted a minimum of 30 calendar days prior to the performance of work. (see paragraph "Welding Procedure").
c. Prequalified Weld Procedures; G, HDC
SECTION 48 19 23.01 Page 11
Applicable prequalified weld procedures per the requirements of AWS shall be submitted a minimum of 30 calendar days prior to the performance of work. (see paragraph "Welding Procedure").
1.5 WARRANTY REQUIREMENTS
In addition to the requirements outlined in FAR 52.246-17, the manufacturer’s warranty for the power transformers shall continue for a period of five (5) years from the date of final acceptance of the work. If the Government takes possession of any part of this work before final acceptance, this warranty shall continue for a period of five (5) years from the date the Government takes possession. The following transformer issues will also be considered warranty repair items:
a. Transformer gassing rates beyond the Condition 1 level as defined in Tables 2 and 3 of IEEE C57.104, or concentrations exceeding the Condition 1 limits as defined in Table 1 of IEEE C57.104
b. Transformer oil leaks.
PART 2 PRODUCTS
2.1 TYPE AND RATING
2.1.1 General
The transformers furnished under these specifications shall be single-phase, two-winding, with one high-voltage and one low-voltage winding, oil-immersed type suitable for outdoor operation. The transformers shall be forced oil-cooled/forced air-cooled type, Class OFAF/OFAF, and shall be of a design that has an established record of satisfactory operation with the type of oil preservation system specified.
The transformers shall be designed and manufactured for transportation by rail and trucking by heavy hauler, and for shipment by sea if the transformers have a probability of being transported by this method.
2.1.2 Transformer Limiting Dimensions and Equipment Arrangement
The transformers' design, configuration, and dimensions shall be as indicated on the contract drawings, and the transformers shall not exceed the limiting dimensions.
2.1.3 Requirements
Except as otherwise specified herein, the transformers, accessories, and spare parts shall conform to the applicable requirements of IEEE C57.12.00, IEEE C57.12.10, IEEE C57.12.70, IEEE C57.12.80 and IEEE C57.12.90.
2.1.4 Standard Products
Material and equipment provided with each transformer shall be standard products from a manufacturer regularly engaged in their production, and shall essentially duplicate items that have been in satisfactory use for at least 3 years prior to bid opening, unless otherwise specifically approved. All materials shall conform to the requirements of these specifications. Descriptive data, including catalog data of all accessory devices, ancillary equipment, and gaskets to be provided with the transformers shall be submitted for approval. Materials shall be of industrial quality, free from defects and imperfections, of recent
SECTION 48 19 23.01 Page 12 manufacture, and of the classification and grades designated. All materials, supplies, and articles not manufactured by the Contractor shall be the products of other recognized reputable manufacturers. If the Contractor desires for any reason to deviate from the standards designated in these specifications, a statement shall be submitted for approval describing the exact nature of the deviation, including complete specifications for the materials that are being proposed for use.
2.1.5 Ratings and Electrical Characteristics
The ratings and electrical characteristics of each transformer shall be as follows:
a. Continuous ratings, at the 65 degrees-C temperature rated temperature rise, on all taps, kVA:
(1) OFAF Rating (one cooling group in operation): 8,400
(2) OFAF Rating (two cooling groups in operation): 12,000
b. Frequency, Hz: 60
c. Number of phases: 1
d. Rated voltage, kV:
(1) High-voltage windings: 69 kV Grd. Y/39.8 kV
(2) Low-voltage windings: 13.2
e. Winding connections (external to the transformer):
(1) High-voltage windings: Grounded-Wye
(2) Low-voltage windings: Delta
f. Impedance, at maximum OFAF rated current, subject to IEEE tolerances, percent: 10.0
g. Polarity: Subtractive
h. Basic impulse insulation levels (BIL), kV:
(1) Line ends of the high-voltage windings, not less than: 350
(2) Neutral ends of the high-voltage windings, not less than:
(3) Low-voltage windings, not less than: 110
i. Taps in low voltage windings: None
j. Taps (full capacity) in high voltage winding
(1) Tap 1, percent of high-voltage rating: 105.0
(2) Tap 2, percent of high-voltage rating: 102.5
(3) Tap 3, percent of high-voltage rating: 100.0
(4) Tap 4, percent of high-voltage rating: 97.5
(5) Tap 5, percent of high-voltage rating: 95.0
k. Maximum no-load losses at rated voltage and frequency, kW: 17
l. Maximum load losses at maximum OFAF rated kVA and 1.0 power factor, kW: 50
SECTION 48 19 23.01 Page 13
m. Maximum average sound level at rated voltage and frequency, with all cooling groups in operation, dB: 72
n. Maximum transformer total weight, completely assembled and oil filled with all accessories installed, pounds: 60,000
2.1.6 Unusual Service Conditions
Each transformer will be subject to the following unusual service conditions, as defined by IEEE C57.12.00, paragraph 4:
The impedance tolerance of each transformer shall be limited to a maximum of 3 percent from the specified impedance, at the maximum OFAF rating, to reduce circulating currents when wye-connected and assure proper operation of the transformer differential relaying.
2.2 STRUCTURAL DESIGN CRITERIA AND SEISMIC CALCULATIONS
Structural design criteria and seismic calculations shall be provided for the transformer design, to include the main tank and all major components such as bushings, cooling equipment and cabinets.
2.2.1 Structural Design Criteria
Structural design criteria shall include the following:
a. Indicate the industry design standards and allowable stresses or capacities to which steel plate, structural steel shapes, welds, bolts and studs shall conform.
b. Indicate the industry standards used in developing the seismic forces and analysis techniques used in design of the transformers and transformer components.
c. Seismic design for equipment restraint shall be in accordance with Chapter 13, "Seismic Design Requirements for Nonstructural Components," of ASCE 7-10 with the seismic design force computed as per Section 13.3 "Seismic Demands on Nonstructural Components". Electrical equipment restraint shall designed in accordance with the provisions in IEEE 693 Annex D, or Section 13.3 of ASCE 7-10 whichever produces the more adverse seismic effects. For ASCE 7-10, use a spectral acceleration SDS = 0.105, IP = 1.50, and z=h=1. For IEEE 693, the seismic qualification level shall be moderate.
2.2.2 Seismic Calculations
Seismic calculations shall include the following:
a. Derivation of seismic forces and load cases. Load cases used for developing seismic anchorage of the complete transformer shall account for the effect of the righting force of the weight of the transformer.
b. Calculations for use in the design of anchorage to resist overturning and base shear. The maximum uplift and shear force per anchor shall be provided in pounds or kips.
c. A schematic depicting the location of the center of gravity, the applied seismic forces relative to the base, and the location of
SECTION 48 19 23.01 Page 14 seismic anchors.
d. Calculations for individual components and their attachment to the transformers.
2.2.3 Anchorage to Concrete Pad for Seismic Restraint
Each transformer shall be designed for mounting on a structural steel platform which will be installed on the existing concrete pedestals.
Removal of the rail on the existing pedestals, and manufacturing and installation of the structural steel platform on the concrete pedestals will be performed by others under separate contract. For purposes of performing seismic calculations, each transformer's base will be welded to the steel platform as indicated in paragraph, Structural Steel Supporting Base.
2.3 THERMAL DESIGN
The temperature rise above ambient temperature of each transformer or parts thereof, when tested in accordance with its ratings, shall not exceed the limits of observable temperature rise for oil immersed apparatus as stated in IEEE C57.12.00 (paragraph 5.11.1). The winding temperature rise by resistance shall not exceed 65 degrees-C, and the hottest spot winding temperature rise shall not exceed 80 degrees-C on the tap connections that give the highest losses, with all coolers in operation. In addition, each transformer shall not exceed the above temperature rises when tested at the first stage OFAF kVA rating with one cooling group in operation.
2.4 CORE
Each transformer core shall be constructed of high-quality, non-aging, cold-rolled, grain-oriented steel especially suitable for the purpose. The core steel laminations shall meet the requirements of ASTM A 664 and ASTM A 876, shall have a maximum thickness of 0.270 mm, and the design flux density shall not exceed 1.75 Tesla. The use of paper insulation in the core will not be acceptable. Electrical core steel core loss, rms exciting power, rms and peak exciting current, and ac permeability shall be tested in accordance with ASTM A 343. Each roll of sheet steel used shall have the surface insulation resistivity tested in accordance with ASTM A 717.
The core shall be carefully assembled and rigidly clamped to ensure adequate mechanical strength to support the windings and to prevent shifting of the laminations during shipment, and also to reduce vibration to a minimum under operating conditions. Core joints shall be interleaved. The transformer core design and construction methods shall be in such a manner to assure that the average sound level due to operation of each transformer and accessories will not exceed 72 dB at rated voltage and frequency as measured in accordance with IEEE C57.12.90.
2.5 WINDINGS
2.5.1 General
Each transformer shall be manufactured with windings meeting the requirements of paragraph "Ratings and Electrical Characteristics", consisting of one high-voltage winding (H) and one kV low-voltage winding (X). The winding conductors shall be of high-conductivity copper magnet wire meeting the applicable requirements of NEMA MW 1000, and if of a core-form design shall be of a circular coil construction. Conductor insulation shall consist of thermally upgraded Kraft paper. Consideration
SECTION 48 19 23.01 Page 15 shall be given to all factors of service, such as high dielectric and mechanical strength of insulation, coil characteristics, and minimum restrictions to free circulation of oil. Coils shall be made up, shaped, and braced to provide for expansion, contraction, and shrinkage due to temperature changes and aging in service in order to avoid abrasion of insulation and to provide resistance to movement and distortion caused by abnormal operating conditions. Adequate barriers shall be provided between windings and core and between high-voltage and low-voltage windings. End coils shall have additional protection, if required, against normal line disturbances. A de-energized tap changer shall be provided, with taps located in the high-voltage windings. The tap changer contacts shall be silvered, and capable of withstanding the full short circuit current of the transformer without injury.
2.5.2 Insulation Levels
The transformers shall be designed for BIL of the windings as specified in paragraph "Ratings and Electrical Characteristics", and shall be capable of withstanding IEEE Standard dielectric tests, in accordance with paragraph "Power Transformer Tests", corresponding to the specified winding insulation levels.
2.5.3 Short Circuit Capability
The transformers shall be capable of withstanding without injury the mechanical and thermal stresses caused by short circuits on the external terminals of any winding or windings, with rated voltages maintained across the terminals of all other windings intended for connection to sources of energy, under the conditions listed in IEEE C57.12.00 (paragraph 7.1.1).
2.5.4 Embedded Fiber Optic Probes
Fiber optic probes used for direct winding temperature measurement shall be embedded in the high and low voltage windings. Quantities and distribution shall be as indicated in paragraph "Electronic Temperature Monitor with Fiber Optic Winding Temperature Measurement". Probes shall be embedded in the calculated hottest spot for each winding.
2.6 TANK
2.6.1 Construction
Each transformer shall be provided with an oil-tight steel tank, with oil-tight covers per the requirements of IEEE C57.12.10 (paragraph 5.8).
Each tank shall be provided with one or more unobstructed manholes in the cover with minimum dimensions of 24 inches by 24 inches, or 24 inches minimum diameter, to afford easy access to the lower ends of bushings, terminals, and the upper portions of the coils. Suitable positioning guides shall be provided inside the tank to assure the core and windings are in the correct position during assembly. The main transformer tank and any attached compartment that is subjected to operating pressures shall be designed and constructed to withstand, without leakage or permanent deformation, an internal pressure not less than 10 psi. The tank shall be designed and constructed for vacuum filling (essentially full vacuum) in the field. All valves, fittings and piping affected by vacuum filling shall be of correct design and construction for such filling. Auxiliary compartments such as reservoir tanks, when not designed for vacuum filling, shall be so designated, and suitable isolating valves shall be provided.
The joints between the tank and cover, and between tank sections shall be
SECTION 48 19 23.01 Page 16 welded, and the design of the joint shall prevent weld splatter from entering the inside of the tank.
2.6.2 Gasketing
Gaskets between metal surfaces shall be set in expansion-limiting grooves or held in position by retainers so arranged that all contact surfaces are metal-to-metal when tightened. The gaskets shall be made of Nitrile NBR (Buna N) with a Durometer rating between 50 and 60. Gaskets shall be designed for compression by at least 25% of their original thickness.
O-ring Gaskets shall not be used for gasket grooves of rectangular cross-section.
2.6.3 Lifting and Moving Facilities
2.6.3.1 Lifting Facilities
Design loads for lifting eyes, lugs or hooks shall be two times the actual load to allow for possible unequal lifting forces, with a safety factor (using design loads) in accordance with IEEE C57.12.10 (paragraph 5.3.1).
Lifting eyes, lugs, or hooks shall positively keep the lifting cable in place even when the cable is slack. Each transformer shall be provided with the following lifting facilities:
a. Lifting attachments on the tank cover.
b. Adequate means for lifting the core and coil assembly from the tank.
c. Lifting eyes on the tank, adequate for lifting the complete transformer filled with oil, and located at the top of the tank sidewalls for a transformer of core-form design. The placement of the lifting eyes shall be designed to allow for lashing of the transformer during shipment.
2.6.3.2 Moving Facilities
Moving features shall be furnished as required for moving each transformer to its final location as shown, and shall be in accordance with IEEE C57.12.10 (paragraph 5.3.3).
2.6.4 Valves
Each transformer shall be provided with valves conforming with IEEE C57.12.10 (paragraph 5.1.8), unless otherwise specified, below. All valves, shall be of stainless steel construction conforming to MSS SP-72A, circular flanged, reinforced PTFE valve seats, and shall be ball-type unless otherwise specifically indicated. The valves shall be of full-port design, when available, designed for use with insulating oil, have a 120 degrees Celsius minimum temperature rating, and shall be include provisions for locking of the handle. Valve handles shall be of a circular, or oval, design. Weather resistant locks shall be provided for all valves, keyed the same. Valves shall be provided for the following:
a. Upper filter connection. A 2-inch valve shall be located on the Segment 4 tank sidewall such that it can be used to fill the transformer with oil while the transformer is under vacuum. The outbound connection shall be a 2-inch female NPT thread, provided with a threaded plug.
SECTION 48 19 23.01 Page 17
b. Vacuum pump connection. A 3-inch valve shall be located on the tank cover for use in connecting a vacuum pump during the vacuum filling process. The outbound valve connection shall be a circular 4-bolt flanged, provided with a gasketed blind flange cover with an integral 3-inch NPT female connection with threaded plug.
c. Main drain. A 3-inch valve shall be located at the extreme bottom of the tank on Segment 4 tank sidewall for use in gravity draining of the transformer. The outbound valve connection shall be circular 4-bolt flanged, provided with a gasketed blind flange cover with an integral 3-inch NPT female connection with threaded plug.
d. Oil sampling valve. A sampling valve shall be located at the bottom of the tank on the Segment 2 tank sidewall with a 1/2-inch NPT threaded discharge end. This valve may be integral to the lower filter valve. A 1/2-inch threaded sampling device, complete with protective cover shall be provided for the purposes of obtaining oil samples, and shall be a United Brass Works Model 86, or approved equal.
e. Lower filter connection. A 2-inch valve shall be located at the bottom of the tank on the Segment 2 tank sidewall. The outbound connection shall be a 2-inch female NPT thread, provided with a threaded plug.
f. Tank air vents. Valves shall be provided for venting of the bushing turrets.
g. Isolation valves. The following isolation valves shall be provided:
(1) Electronic Pressure Monitor Transducers. Isolating the electronic pressure monitor transducers. The outbound valve connection shall be circular 4-bolt flanged, and sized to match the bolt pattern of the electronic pressure monitor transducer's manifold.
(2) Oil Circulating Pumps. At the inlet and outlet of each oil circulating pump to permit pump isolation for maintenance purposes without draining the oil from the tank. Pump isolation valves may be of a butterfly design, and may be of steel construction with a corrosion resistant paint.
(3) Coolers. At the inlet and outlet of each cooler to permit removal without draining the oil from the tank. Cooler isolation valves at may be of a butterfly design, and may be of steel construction with a corrosion resistant paint.
(4) Radiators. At the inlet and outlet of each radiator to permit removal without draining the oil from the tank. Radiator isolation valves at the transformer tank may be of a butterfly design, and may be of steel with a corrosion resistant paint.
(4) On-line dissolved gas-in-oil monitor. Two 1.5-inch valves shall be provided on the Segment 3 tank sidewall for connection to the on-line dissolved multi-gas and moisture content monitor. The outbound connections shall be a 1.5-inch female NPT thread, provided with a threaded plug.
SECTION 48 19 23.01 Page 18
2.6.5 Connections
2.6.5.1 General
All bolts, studs, machine screws, nuts, and tapped holes designed for customer connection shall be in accordance with ASME B1.1 (inch fasteners), or ASME B18.2.6M (metric fasteners). Bolting hardware shall be Grade 5 minimum, or equivalent, and and all hardware not internal to the tank shall be galvanized. Threads for sizes 1/4-inch to 1-inch, inclusive, shall be NC or UN series. The sizes and threads of all valves, pipe and fittings, conduit and fittings, tubing and fittings, and connecting equipment, shall be in accordance with ASME B1.20.1. Manufacturers' standard threads and construction may be used on small items which are integrally replaceable, except that threads for external connections to these items shall meet the above requirements.
2.6.5.2 Stainless Steel
All stainless steel connecting hardware shall be installed using an anti-galling compound such as molybdenum disulfide on the threads prior to connection.
2.6.6 Steel Pipe and Fittings
Steel pipe shall conform to ASTM A 53, Weight A, Class 2. Dimensions of terminating flanges shall conform to ASME B16.1 and ASME B16.24.
2.6.7 Grounding
Four ground pads shall be provided on each transformer for grounding the tank and base. The grounding provisions shall be in accordance with IEEE C57.12.10 (paragraph 5.5).
2.6.8 Personal Fall Protection System
A fall protection system, consisting of removable safety posts and wire rope railing shall be provided for each transformer. The post and railing system shall be designed such the components can be installed with, or without, the low-voltage bus connections in-place. A storage cabinet shall be provided for the fall protection system components, which will be mounted remote from each transformer, by others. The cabinet shall have a structural steel frame with provisions for anchoring to a concrete wall, shall have hinged doors with handles meeting the same requirements as the control cabinet, and be painted to match the transformer. The fall protection system shall be designed to meet the applicable provisions of EM 385-1-1, Section 21, and meet the following requirements:
a. Post holders shall be welded around the perimeter of the transformer tank top cover, shall have provisions for draining standing water, and include holes for the installation of securing pins which align with holes in the posts.
b. The posts shall be made of powdercoated yellow aluminum 2-1/2 inch Schedule 80 pipe a minimum of 48-inches tall, spaced a maximum of 6-feet apart, and shall have looped-guides for the positioning of each wire rope rail. The looped guides shall be sufficiently sized to allow for routing of the wire rope railing during installation.
c. Two wire rope rails shall be provided (a toprail and a midrail).
SECTION 48 19 23.01 Page 19
The toprail wire rope shall be positioned 42-inches above the transformer top cover, and the midrail wire rope shall be positioned 21-inches above the transformer top cover.
d. Each rail shall consist of a 5/16-inch 7x19 stranded core, galvanized-steel wire rope with a red vinyl-coating, meeting the requirements of ASTM A 475. Each wire rope shall be constructed with a swage clevis fitting on one end and a swage eye fitting on the other end. The clevis fitting end shall be designed to connect to a post looped guide, and the eye fitting shall be designed to connect to the jaw-end of a turnbuckle. The wire rope shall be designed so that when fully assembled and tensioned with the tensioning hardware, a maximum 3-inch rope deflection may be achieved under a 200 pound applied force.
e. One forged galvanized steel turnbuckle, with an open body jaw end design and 800 pound minimum working load limit, shall be provided with each wire rope for tensioning purposes. The turnbuckle jaw ends shall be sized for connection to the wire rope swage eye fitting and the post looped guides. The turnbuckle shall meet all applicable requirements of ASTM F 1145, Type 1, Grade 1.
2.6.9 Portable Fall Arrest System
2.6.9.1 Portable Fall Arrest System Anchor Post
One portable fall arrest system anchor post shall be provided, designed for attachment to the mounting plates, indicated below. The anchor post shall be as manufactured by Western Safety Products, Model 16691, or approved equal, and have the following features:
a. Three-stage, four-position telescoping design of aluminum construction.
b. Provision of three independent swivel tie-off points, with horizontal lifeline attachment.
c. Base leveling screws allowing the system to be plumbed to vertical for working stability on inclines up to 15-degrees.
d. Designed for attachment to a uni-anchor mounting plate.
2.6.9.2 Anchor Post Accessories
The following accessories shall be provided with the portable fall arrest system anchor post:
a. Rescue Davit Arm, with quick mount winch and cable.
b. Carrying bag for the anchor post assembly.
c. Carrying bag for the Davit Arm with mounted winch.
2.6.9.3 Mounting Plates
A minimum of one portable fall arrest system anchor post mounting plate shall be provided on each transformer cover.
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