20-C8440 - Substation Construction - Specs and Drawings

Attachment B

Technical Specifications & Drawings

Coffeyville Municipal Light & Power Substation Construction

Specifications & Drawings

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ATTACHMENT B SPECIFICATIONS & DRAWINGS

TABLE OF CONTENTS

Revision SPECIFICATIONS Number of Pages

DIVISION 1 – GENERAL REQUIREMENTS 0 Section 011100 Summary of Work 4 0 Section 013210 Project Meetings, Schedules & Reports 3 0 Section 013301 Submittals 9 0 Appendix A Submittal Schedule 1 0 Appendix B Submittal Information Block 1 0 Appendix C Submittal Description 1 0 Appendix D Typical Instruction Book Cover or Operating Manual Cover

and Spine Layout 1

0 Appendix E Vendor Submittal Reference Document 11 0 Section 016001 Equipment and Materials 3 0 Section 017801 Contract Closeout 2

60 DIVISION 26 – ELECTRICAL

0 Section 260000 General Requirements 2 0 Section 260504 Wire, Cable and Accessories 6 0 Section 260533 Conduit and Accessories 7 0 Section 260800 Electrical Testing 3

DIVISION 33 – UTILITIES 0 Section 330570 Installation of Major Substation Equipment 8 0 Section 337125 Nonceramic Insulators 2 0 Section 337135 Conductor and Overhead Shieldwire Installation 14 0 Section 337919 Transmission Line Grounding 2 0 Section 337923 Substation Grounding 4 0 Section 33711623 Transmission Tubular Steel Structures 3



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CONTRACT DRAWINGS

Drawing No. Rev Drawing Title

Structural

ES001 0 69kV Electrical Layout Plan View

ES002 0 69kV Electrical Layout Section A-A

ES003 0 69kV Electrical Layout Section B-B

ES004 0 69kV Electrical Layout Section C-C

ES005 0 69kV Electrical Layout Conduit Plan View

ES006 0 69kV Electrical Layout Above Grade Conduit Detail

ES007 0 69kV Electrical Layout Above Grade Grounding

ES008 0 69kV Electrical Layout Bill Of Material

ES101-SHT 1 1 69kV In-Line Deadend Structure 6-5

ES101-SHT 2 0 69kV In-Line Deadend Structure 6-5

ES102 0 69kV Interconnection Plan and Profile

EP290 LATER Substation Grounding Plan

CONTRACTOR RECEIPT ACKNOWLEDGED Contractor acknowledges receipt of all listed specifications and drawings: By:____________________________________________________________________________ Date: _________________



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REFERENCE DRAWINGS

Drawing No. Rev Drawing Title EP220 LATER Conduit Details Below Grade

ES100-SHT 1 0 69kV In-Line Deadend Structure 6-5 ES100-SHT 2 0 69kV In-Line Deadend Structure 6-5

TM-2 1 Insulator String With Cushioned Suspension TM-3 - Line Post TM-4 - Cushioned Suspension and Suspension Clamp

N1.1, N1.2 - Neutral Assemblies - Tangent

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DIVISION 1 - GENERAL REQUIREMENTS SECTION 011100 - SUMMARY OF WORK

PART 1 - GENERAL

1.01 SUMMARY: A. This Section includes basic identification of the Work covered in detail in the complete

Contract Documents.

1.02 PROJECT DESCRIPTION: A. The Project is a natural gas fired reciprocating engine power plant designed for 56 MW

(nominal) net electric power output. B. The Project Site is located at 2601 N 5th St, Liberty, Montgomery County, Kansas 67351.

1.03 SITE CONDITIONS: A. The project site has the following Site Conditions:

1. Plant elevation is 930 feet above mean sea level. 2. Indoor Design Temperatures – Engine Halls, Mechanical Rooms

a. Maximum Dry Bulb 120°F b. Minimum Dry Bulb 50°F

3. Outdoor Design Temperatures (2009 ASHRAE) a. Maximum Dry Bulb (1%) 99.2°F b. Mean Coincident Wet Bulb (1%) 75.3°F c. Minimum Dry Bulb (99.6%) 13.6°F

4. Outdoor Extreme Design Temperatures (2009 ASHRAE) a. Maximum Dry Bulb (n = 1 years) 104.2°F b. Minimum Dry Bulb (n = 1 years) 5.4°F c. Extreme Max Wet Bulb 88.2°F

B. IBC Design Criteria: 1. Occupancy Category: III 2. Wind loads – Section 1609

a. Basic wind speed: V3S = 90 mph b. Exposure category: C c. Wind Importance Factor: Iw=1.15 d. Minimum lateral pressure: ps = 10 psf

3. Seismic loads – Section 1613 a. Seismic Site Class: D b. Seismic Importance Factor: IE=1.25 c. Component Importance Factor: IP = 1.0

(per ASCE 7-05 Section 13.1)

SECTION 011100 - SUMMARY OF WORK: continued

011100-2 81799_8440_011100

d. Design Spectral Response Acceleration (1) Short Period: Ss = 0.193 (2) 1 Second: S1 = 0.063 (3) Max. considered short period: SMS = 0.309 (4) Max. considered 1-second: SM1 = 0.151 (5) 5% damped design short period: SDS = 0.206 (6) 5% damped design 1-second: SD1 = 0.101 (7) Long-Period Transition Period: TL = 12 seconds

e. Seismic Design Category: B 4. Snow loads – Section 1608:

a. Snow Importance Factor: IS = 1.1 b. Ground snow load: pg = 10 psf c. Terrain Category: C

5. Ice Loads a. Ice thickness Importance Factor: Ii = 1.25 b. Wind Concurrent with ice Importance Factor

IW = 1.0 c. Nominal Ice Thickness: t = 0.75” d. Concurrent wind speed VC = 40mph

C. Precipitation 1. Minimum Annual: Unknown 2. Average Annual: 37 inches 3. Maximum Annual: Unknown 4. Maximum 25-year 24 Hour Rain: 8 inches 5. Maximum 24 Hour Snow: 13 inches

D. Prevailing Wind Direction 1. Annual: South

1.04 WORK COVERED BY CONTRACT DOCUMENTS: A. Furnish all supervision, equipment, labor, tools, material, supplies, transportation, and services

required for construction of generator connection system, electrical power distribution system, control system interconnections, essential power system consisting of battery powered DC system and UPS system, lighting and communication systems and erection of Owner-furnished materials, equipment grounding, other miscellaneous electrical work, erection of equipment furnished under this Contract, and construction testing required to verify the installation to place all above equipment, electrical systems, and materials into satisfactory condition for operation.

B. This Contract includes, but is not limited to, the following items which are listed for the convenience of Contractor in understanding the scope of the work intended: 1. Furnish construction trailer, temporary toilets, dumpsters and debris removal required for

Contractor Work only. 2. Receive, inventory and assemble all Owner supplied equipment and materials installed

under this Contract. 3. Erect steel structures including:

a. Monopole Transmission Structure


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b. Dead-end structure c. Switch stand structures d. Three-phase diagonal bus support structure e. Shield Mast (45’ high without static wire)

4. Install Owner Supplied equipment including but not limited to: a. One (1) 69-kV SF6 Circuit Breaker. b. Two (2) 69-kV Center Break “V” Switches. c. Three (3) Single Phase 69-kV Potential Transformers. d. One (1) 69-kV Side Break Switch. e. Three (3) 69-kV voltage station lightning arrestors.

5. Install Owner supplied Bus, Conductor and Fittings 6. Install Owner supplied grounding materials for monopole 7. Supply and install all other above and below grade grounding materials per Contract

Documents. a. Trenches for underground grounding material shall be backfilled and compacted to

95% of standard proctor. 8. Supply and install above and below grade conduit

a. Trenches for underground conduit shall be backfilled and compacted to 95% of standard proctor.

9. Supply and install all cabling shown on Cable List in specification SECTION 260504 2.2 A and all other cable required by the Contract Documents.

10. Construction Testing a. Provide construction testing of installed wiring in accordance with SECTION

260800 and SECTION 337135.

1.05 WORK BY OTHERS: A. Work Under Other Contracts:

1. C1210 – Wartsila Engine Generators and Auxiliaries: Supplies and unloads reciprocating engine generator sets.

2. C4310 – Pre-Engineered Metal Buildings. Erects buildings including structural steel, building panels, walls. Furnishes and installs cable tray wall penetrations. Electrical Room, Mechanical Room, Battery Room and HVAC system including Building Automation System (BAS) and associated control wiring. Does not provide 480V feeds to HVAC Equipment. Does not wire (power or control) Engine Hall make up air (MUA) ventilation units or Engine Hall gravity relief ventilator (ridge vent).

3. C5110 – 69kV Transformer: Supplies, delivers, sets, dresses and tests 69kV generator step-up transformer.

4. C8110 – Site Development: Provides Site grading, surfacing, roadways, gravel and all Site fencing including motor operated gate.

5. C8220 – Foundations and Underground Utilities: Installs all slab and drilled pier foundations including supply and installation of all anchor bolts. Installs underground duct bank and grounding grid for the power plant only. Installs all bollards.

6. C8320 – Mechanical Installation. Provides Installation of engine mechanical equipment and Engine Hall make up air ventilation units.

7. C8410 – Electrical Installation: Responsible for electrical installation of equipment on the low side of the GSU. Sets GSU relaying and metering panels in power plant switchgear room. Sets 13.8kV switchgear, 480V switchgear, and 480V motor control centers. Erects non-segregated phase bus duct and associated supports from GSU to 13.8kV switchgear.


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8. C5761 – Site Security - Furnishes and installs site security system including security cameras, card readers, alarms, electric strikes and associated wiring.

9. C9450 – Electrical Testing – Performs relay tests, functional tests, of all 69kV switchyard, 13,800-Volt switchgear control circuits, and 480-Volt switchgear control circuits as well as functional and element testing of relays in protective relay panels. Performs secondary injections of all instrument transformer and protective relay circuits. Responsible for performing ground grid testing, bus and breaker megger testing, transformer winding and turns ratio testing.

B. Work by Owner: 1. Procurement of Wartsila reciprocating engine generators, radiators and SCRs supplied

with engines. 2. Procurement of generator step-up transformers and auxiliary transformers, non-

segregated phase bus duct, 13.8kV and 480V switchgear, 480V motor control centers, 125VDC UPS, and GSU relay and metering panels.

3. Construction of underground ductbank and installation of cable for 12.47kV service to high voltage side of auxiliary transformer 00-EAP-TFM-013.

1.06 SUMMARY DESIGN RESPONSIBILITY A. None.

1.07 SPARE PARTS: A. Contractor shall include in Base Bid, all spare parts required for complete installation and

commissioning of all Contractor supplied Equipment and Materials. Contractor shall also provide a priced list of recommended spare parts for each piece of equipment.

PART 2 - PRODUCTS - Not Applicable.

PART 3 - EXECUTION - Not Applicable.

END OF SECTION 011100

81799_8440_012500 012500 - 1

SECTION 012500 - SUBSTITUTIONS

PART 1 - GENERAL

1.01 SUMMARY: A. This Section includes administrative and procedural requirements for handling requests for

substitutions made after award of the Contract.

1.02 RELATED REQUIREMENTS: A. Requirements for submitting Contractor's construction progress schedule and the Submittal

schedule: SECTIONS 013210 and 013301. B. Requirements governing Contractor's selection of products: SECTION 016001.

1.03 DEFINITIONS: A. Definitions in this Article do not change or modify the meaning of other terms used in the

Contract Documents. B. Substitutions: Changes in products, Materials, Equipment, and methods of construction

required by the Contract Documents proposed by the Contractor after award of the Contract are considered to be requests for substitutions. The following are not considered to be requests for substitutions: 1. Revisions to the Contract Documents requested by Owner or Engineer. 2. Specified options of products and construction methods included in the Contract

Documents. 3. Substitutions requested during the bidding period, and accepted by Addendum prior to

award of the Contract, are included in the Contract Documents and are not subject to requirements specified in this Section for substitutions.

1.04 SUBMITTALS: A. Substitution Request Submittal: Engineer will consider written requests for substitution if

received within 60 days after commencement of the Work. Requests received more than 60 days after commencement of the Work may be considered or rejected at the discretion of Engineer. 1. Submit 3 copies of each request for substitution for consideration. Submit requests in the

form and according to procedures required for Change Order proposals. Requests for substitution shall not be submitted in the form of a Request for Information (RFI).

2. Identify the Equipment or Material, the fabrication, or installation method to be replaced in each request. Include related Specification Section/Article and Drawing numbers.

3. Provide complete documentation showing compliance with the requirements for substitutions, and the following information, as appropriate: a. Statement indicating why specified product or method of construction cannot be

provided. b. Coordination information, including a list of changes or modifications needed to

other parts of the Work and to construction performed by Owner and separate contractors, that will be necessary to accommodate the proposed substitution.

c. A detailed comparison of significant qualities of the proposed substitution with those of the Work specified. Significant qualities may include elements such as performance, weight, size, durability, visual effect, and specific features and requirements indicated.

d. Product data, including drawings and descriptions of products and fabrication and installation procedures.

e. Samples, where applicable or requested. f. Identification of available sales, maintenance, repair, and replacement services.

SECTION 012500 - SUBSTITUTIONS: continued

012500 - 2 81799_8440_012500

g. A statement indicating the effect of the substitution on Contractor's construction progress schedule compared to the schedule without approval of the substitution. Indicate the effect of the proposed substitution on the overall Contract Times. If specified product cannot be provided within the Contract Times, provide letter from manufacturer, on manufacturer's letterhead, stating lack of availability or delay in delivery.

h. An itemized estimate of costs that will result directly or indirectly from approval of the substitution, including: (1) A proposal of the net change, if any, in the Contract Price. (2) Costs of redesign required by the proposed change. (3) Costs of resulting claims as determined in coordination with other contractors

having work on the Project affected by the substitution. i. Statement indicating whether or not incorporation or use of the substitute is subject

to payment of any license fee or royalty. j. Contractor's certification that the proposed substitution conforms to requirements in

the Contract Documents, will perform adequately the functions and achieve the results called for by the general design, is similar in substance to that specified, and is suitable for same use as that indicated and specified.

k. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of the failure of the substitution to perform adequately.

4. Engineer’s Action: If necessary, Engineer will request additional information or documentation for evaluation within two weeks of receipt of a request for substitution. Engineer will notify Contractor of acceptance or rejection of the substitution within 2 weeks of receipt of the request, or one week of receipt of additional information or documentation, whichever is later. Acceptance will be in the form of a Change Order.

PART 2 - PRODUCTS

2.01 SUBSTITUTIONS: A. Conditions: Engineer will receive and consider Contractor's request for substitution when one

or more of the following conditions are satisfied, as determined by Engineer. If the following conditions are not satisfied, Engineer will return the requests without action except to record noncompliance with these requirements. 1. Extensive revisions to the Contract Documents are not required. 2. Proposed substitution is in keeping with the general intent of the Contract Documents and

will produce indicated results. 3. Substitution request is timely, fully documented, and properly submitted. 4. The specified product or method of construction cannot be provided within the Contract

Times. Engineer will not consider the request if the product or method cannot be provided as a result of failure to pursue the Work promptly or coordinate activities properly.

5. The requested substitution offers Owner a substantial advantage, in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Engineer for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations.

6. The specified product or method of construction cannot receive necessary approval by a governing authority, and the requested substitution can be approved.

SECTION 012500 - SUBSTITUTIONS: continued

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7. The specified product or method of construction cannot be provided in a manner that is compatible with other materials and where Contractor certifies that the substitution will overcome the incompatibility.

8. The specified product or method of construction cannot be coordinated with other materials and where Contractor certifies that the proposed substitution can be coordinated.

9. The specified product or method of construction cannot provide a warranty required by the Contract Documents and where Contractor certifies that the proposed substitution provides the required warranty.

10. Where a proposed substitution involves more than one prime contractor, each contractor shall cooperate with the other contractors involved to coordinate the Work, provide uniformity and consistency, and assure compatibility of products.

B. Engineer’s review and acceptance of Submittals shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents. Engineer’s acceptance of Submittals not complying with the Contract Documents does not constitute an acceptable or valid request for substitution, nor does it constitute approval of a substitute. Acceptance by Engineer shall not relieve Contractor from responsibility for errors or omissions in the Submittals.

PART 3 - EXECUTION (NOT APPLICABLE)


81799_013100 013100-1

SECTION 013100 - PROJECT COORDINATION AND MEETINGS

PART 1 - GENERAL

1.01 SUMMARY: A. This Section includes administrative provisions for coordinating construction operations on the

Project including, but not limited to, the following: 1. Coordination drawings. 2. Project meetings. 3. Requests For Information (RFIs). 4. Coordination of Contractor(s) on-Site.

B. Each Contractor shall participate in coordination requirements. Certain areas of responsibility will be assigned to a specific Contractor.

C. Related Work Specified Elsewhere: 1. For preparing and submitting Contractor's construction progress schedule: SECTION

013200. 2. For Submittal Requirements: SECTION 013300. 3. For coordinating closeout of the Contract: SECTION 017800.

1.02 DEFINITIONS: A. RFI: Request For Information prepared by Contractor and submitted to Engineer seeking

interpretation or clarification of the Contract Documents.

1.03 COORDINATION: A. Coordination: Each Contractor shall coordinate its construction operations with those of other

Contractors, Owner, and other entities to ensure efficient and orderly installation of each part of the Work. Each Contractor shall coordinate its operations with operations, included in different Sections, that depend on each other for proper installation, connection, and operation. 1. Schedule construction operations in sequence required to obtain the best results where

installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components with other Contractors to allow optimum accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation. 4. Where availability of space is limited, coordinate installation of different components to

allow optimum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. 1. Prepare similar memoranda for Owner and separate Contractors if coordination of their

Work is required. C. Administrative Procedures: Coordinate scheduling and timing of required administrative

procedures with other construction activities and activities of others to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of construction progress schedule. 2. Preparation of the schedule of values. 3. Provide quantities and man hours for Field Progress Measurement System (FPMS) 4. Installation and removal of temporary facilities and controls.

SECTION 013100 - PROJECT COORDINATION AND MEETINGS: continued

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5. Delivery and processing of Submittals. 6. Progress meetings. 7. Preinstallation conferences. 8. Project closeout activities. 9. Startup and adjustment of systems. 10. Project closeout activities.

1.04 SUBMITTALS: NOT USED

1.05 PROJECT MEETINGS: A. Not Used B. Preconstruction Conference:

1. Engineer will conduct a meeting prior to Contractor mobilization, to review items stated in the following agenda and to establish a working understanding between the parties as to their relationships during performance of the Work of Site.

2. Preconstruction conference shall be attended by: a. Representative(s) of Contractor including Contractor’s superintendent. b. Engineer. c. Representative(s) of Owner. d. At Engineer or Owner's option, representatives of principal Subcontractors and

Suppliers. 3. Meeting Agenda:

a. Construction schedules. b. Phasing. c. Critical Work sequencing and long-lead items. d. Designation of key personnel and their duties; lines of communication. e. Project coordination. f. Procedures and Processing of:

(1) RFIs. (2) Field decisions. (3) Substitutions. (4) Submittals. (5) Change Orders. (6) Applications for Payment.

g. Procedures for testing. h. Procedures for preparing and maintaining record documents. i. Use of Premises:

(1) Office, Work, storage, laydown, and parking areas. (2) Owner's requirements. (3) Work restrictions and hours.

j. Construction facilities, controls, and construction aids. k. Temporary utilities. l. Safety and first-aid. m. Deliveries of Equipment and Materials.

4. Location of Meeting: At the Project Site or as directed by Engineer. 5. Reporting:

a. Within 5 working Days after the meeting, Engineer will prepare and distribute minutes of the meeting to Owner and Contractor.

b. Contractor shall provide copies to Subcontractors and major Suppliers.


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C. Coordination Schedules: 1. Engineer will conduct a meeting at least 10 Days before submission of the first

Application for Payment to finalize the initial coordination schedules requested under SECTION 013200 - CONSTRUCTION PROGRESS SCHEDULES AND REPORTS.

2. The meeting shall be attended by: a. Representative(s) of Contractor including Contractor’s superintendent (and

scheduler). b. At Engineer or Owner's option, representatives of principal Subcontractors and

Suppliers. c. Engineer and Resident Project Representative. d. Representative(s) of Owner.

D. Construction Progress Meetings: 1. Engineer will schedule and conduct a meeting at least weekly and at other times

requested by Engineer. Representatives of the Engineer, and Contractor shall be present at each meeting. With Engineer's concurrence, Contractor may request attendance by representatives of Subcontractors, Suppliers, or other entities concerned with current program or involved with planning, coordination, or performance of future activities. All participants in the meeting shall be familiar with the Project and authorized to conclude matters relating to the Work.

2. Contractor and each Subcontractor represented shall be prepared to discuss the current construction progress report and any anticipated future changes to the schedule. Each Subcontractor shall comment on the schedules of Contractor and other Subcontractors and advise if their current progress or anticipated activities are compatible with that Subcontractor's Work.

3. If one Subcontractor is delaying another, Contractor shall issue such directions as are necessary to resolve the situation and promote construction progress.

4. Meeting Agenda: a. Review of construction progress since previous meeting. b. Field observations, interface requirements, conflicts. c. Issues which may impede construction schedule. d. Off-Site fabrication. e. Delivery schedules. f. Submittal schedules and status. g. Site use; coordination with other Contractors. h. Temporary facilities, controls, and services. i. Hours of Work. j. Hazards and risks. k. Housekeeping. l. Quality and Work standards. m. RFIs. n. Status of Change Orders. o. Documentation of information for payment requests. p. Corrective measures and procedures to regain construction schedule if necessary. q. Revisions to construction schedule. r. Review of proposed activities for succeeding Work period. s. Review proposed Contract modifications for:

(1) Effect on construction schedule and on completion date. (2) Effect on other Contracts of the Project.

t. Other business.


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5. Location of Meetings: At Project Site. 6. Reporting:

a. Within 3 working Days after each meeting, Engineer will prepare and distribute minutes of the meeting to Owner and Contractor.

b. Contractor shall distribute copies to principal Subcontractors and Suppliers. E. Preinstallation Conferences:

1. Contractor shall conduct a preinstallation conference at the Project Site before each construction activity that requires coordination with other construction and where required in DIVISIONS 2 through 48.

2. Engineer, Contractor and representatives of manufacturers and fabricators, of products furnished by this Contract or by others, involved in or affected by the installation Work and its coordination or integration with other Materials and installations, shall attend the meeting.

3. Review the progress of other construction activities and preparations for the particular activity under consideration at each preinstallation conference, including installation procedures and requirements for the following: a. Contract Documents. b. Options. c. Related Change Orders. d. Purchases. e. Deliveries. f. Shop Drawings, product data, and quality control Samples. g. Review of mockups. h. Possible conflicts. i. Compatibility problems. j. Time schedules. k. Weather limitations. l. Manufacturer's recommendations. m. Warranty requirements. n. Acceptability of substrates. o. Temporary facilities and controls. p. Space and access limitations. q. Governing regulations. r. Safety. s. Inspecting and testing requirements. t. Required performance results. u. Recording requirements. v. Protection of construction, personnel, and adjacent Work.

4. Record significant discussions and agreements and disagreements of each conference. Contractor shall distribute the minutes of the meeting within 3working Days after the meeting to everyone concerned, including Owner and Engineer.

5. Do not proceed with the installation if disagreements arise during the conference which cannot be successfully resolved at the time. Contractor shall take actions necessary to resolve impediments to performance of Work and reconvene the conference at the earliest feasible date.

F. Not Used. G. Startup Coordination Meetings:

1. Engineer will conduct weekly (or as required to meet project needs) startup coordination meetings to be attended by Owner’s representative(s) and Contractors at the Site.


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Contractor shall participate in such conferences, accompanied by Subcontractors as requested by Engineer.

2. Agenda will be discussion of daily startup tasks and labor needs. 3. Location of Meetings: (At the Project Site).

1.06 REQUESTS FOR INFORMATION (RFIs): A. Procedure: Promptly on discovery of the need for interpretation of the Contract Documents,

and if not possible to request interpretation at Project meeting, prepare and submit an RFI with the content specified. 1. RFIs shall originate with Contractor. RFIs submitted by entities other than Contractor

will be returned with no response. 2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's

Work or Work of Subcontractors. 3. RFIs shall be submitted via Burns & McDonnell WebTools application.

B. Content of the RFI: Include a detailed, legible description of item needing interpretation and the following: 1. Project name. 2. Date. 3. Name of Contractor. 4. Contract number and title. 5. Name of Engineer. 6. RFI number, numbered sequentially. 7. Specification Section number and title and related paragraphs, as appropriate. 8. Drawing number and detail references, as appropriate. 9. Field dimensions and conditions, as appropriate. 10. Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract Times

or the Contract Price, Contractor shall state impact in the RFI. 11. Contractor's signature. 12. Attachments: Include drawings, descriptions, measurements, photos, product data, Shop

Drawings, and other information necessary to fully describe items needing interpretation. C. Software-Generated RFIs: Software-generated form with substantially the same content as

indicated above. 1. Attachments shall be electronic files in Adobe Acrobat PDF format.

D. Engineer's Action: Engineer will review each RFI, determine action required, and return it. Allow 5 working Days for Engineer's response for each RFI. RFIs received after 1:00 p.m. local time will be considered as received the following working Day. 1. The following RFIs will be returned without action:

a. Requests for approval of Submittals. b. Requests for approval of substitutions. c. Requests for coordination information already indicated in the Contract Documents. d. Requests for adjustments in the Contract Times or the Contract Price. e. Requests for interpretation of Engineer's actions on Submittals. f. Incomplete RFIs or RFIs with numerous errors.

2. Multiple RFIs addressing similar or identical issues may be addressed by Engineer with a single broad response.

3. Engineer's action may include a request for additional information, in which case Engineer's time for response will start again upon Contractor's response and resubmittal.

4. If Contractor believes the RFI response warrants change in the Contract Times or the Contract Price, notify Engineer in writing within 5 Days of receipt of the RFI response.


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E. On receipt of Engineer's action, update the RFI log and promptly distribute the RFI response to affected parties. Review response and notify Engineer within 5 Days if Contractor disagrees with response. 1. RFI Log: Resident Project Representative will maintain RFI log.


PART 3 - EXECUTION - Not Applicable. END OF SECTION 013100

81799_013200 013200-1

SECTION 013200 - CONSTRUCTION PROGRESS SCHEDULES AND REPORTS

PART 1 - GENERAL

1.01 SUMMARY: A. This Section includes administrative and procedural requirements for documenting the

progress of construction during performance of the Work, including the following: 1. Preliminary construction progress schedule. 2. Construction progress schedule. 3. Schedule of Submittals. 4. Schedule of values. 5. Construction progress reports. 6. Daily construction reports. 7. Equipment and Material location reports. 8. Field condition reports. 9. Special reports.

B. Related Work Specified Elsewhere: 1. For submitting and distributing meeting and conference minutes: SECTION 013101 -

PROJECT COORDINATION AND MEETINGS. 2. For submitting schedules and reports: SECTION 013301 - SUBMITTALS.

1.02 DEFINITIONS: A. Float: The measure of leeway in starting and completing an activity.

1. Float available in the schedule, at any time shall not be considered for the exclusive use of either the Engineer or the Contractor. During the course of contract execution, any float generated due to the efficiencies of either party is not for the sole use of the party generating the float; rather it is a shared commodity to be reasonably used by either party. A schedule showing work completing in less time than the Contract time, and accepted by the Engineer, will be considered to have Project Float. Project Float will be a resource available to both the Engineer and the Contractor. No time extensions will be granted nor delay damages paid unless a delay occurs which impacts the Project's critical path, consumes all available float or contingency time, and extends the work beyond the Contract Completion Date. Contractor shall not use artificial activity durations, preferential logic, or other devices for sequestering float. Engineer retains the right to reject any schedule submittal in which Contractor has sequestered float.

2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity.

3. Total float is the measure of leeway in starting or completing an activity without adversely affecting an intermediate deadline or the planned Contract completion date.

B. Milestone: A key or critical point in time for reference or measurement. A milestone has no duration.

C. Time Scaled Logic Diagram: A bar chart diagram of a network schedule, showing activities and activity relationships.

D. Resource Loading: The allocation of manpower, quantities or equipment necessary for the completion of an activity as scheduled.

E. Activity Percent Complete – Physical percent compete of an activity as determined by a consensus of a subjective evaluation between contactor and Engineer

F. Contractor Caused Delays: Shortage of manpower, or late delivery by Contractor’s material or equipment suppliers, shall not be considered cause for delay in completion. If the schedule

SECTION 013200 - CONSTRUCTION PROGRESS SCHEDULES AND REPORTS: continued

013200-2 81799_013200

deficiency occurs through no fault of Engineer, any costs incurred by Contractor to implement and maintain the recovery schedule shall be to Contractor’s account.

1.03 SUBMITTALS: A. Qualification Data: For scheduling consultant. B. Schedule of Submittals: Per SECTION 013300-APPENDIX A. C. Preliminary Construction Progress Schedule: Submit in specified electronic format per

SECTION 013301 SUBMITTALS . D. Construction Progress Schedule: Contractor’s Baseline schedule and all updates of the

Detailed Construction Schedule shall:

1. Contractor shall submit for Engineer approval, within seven (7) calendar days of the prescheduling conference, a preliminary schedule defining Contractor’s planned operations for the first sixty (60) calendar days.

2. Contractor shall submit for Engineer approval, within thirty (30) days of the prescheduling conference, a Critical Path Method (CPM) project schedule showing the sequence and the due date of data Submittals, Engineer approvals, procurement, fabrication, contractual milestones, and all construction activities to coincide with the Schedule of Work.

3. The project schedule shall include an appropriate level of detail. Contractor submissions shall follow the direction of Engineer regarding reasonable activity durations. Reasonable durations are those that allow the progress of activities to be accurately determined between update periods (usually all non-procurement activities' Original Durations are less than the total workdays between two update periods). Durations shall be in workdays. Contractor's scheduler should develop the proper calendars in the scheduling software, based on the proposed weekly work schedule and planned holidays (5-day, 6-day, 7-day, etc).

4. Contractor shall update the submitted Schedule on a weekly basis in preparation for the Construction Progress Meetings or as otherwise directed by Engineer. The weekly progress report will be issued to Engineer, in the approved electronic format, by 8:00 am the business day prior to the weekly Construction Progress Meeting.

5. Contractor shall submit an update of Contractor’s complete schedule with the monthly Application for Payment. The status date of the schedule and activity progress therein will coincide with the progress payments requested in the Application for Payment. Receipt of the Schedule by Engineer shall be a condition precedent to processing and paying Applications for Payment.

6. Engineer intends to use Primavera P6 software for the integrated project schedule. Other scheduling software or manual methods used by Contractor to produce required information shall require approval by Engineer. All schedules prepared with Primavera P6 software shall be configured to calculate data as follows:

a. Contiguous scheduling.

b. Total float calculations based upon finish dates.


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c. Retained logic.

d. Start-to-start lags calculated from actual start dates.

e. Percent complete and remaining duration not linked.

7. Cost Loading Activities: In compliance with the contract cost breakdown represented by the Contract Schedule of Values, the project schedule will be loaded with costs. Costs for submittal preparation will be assigned to the respective submittal milestone(s). Equipment costs will be assigned to their respective Procurement Activities (i.e., the delivery milestone activity). Costs for installation of the material/equipment (labor, construction equipment, and temporary materials) will be assigned to their respective Construction Activities. The value of inspection/testing activities will not be less than 10 percent of the total costs for Procurement and Construction Activities. Evenly disperse overhead and profit to each activity over the duration of the project. The total of all cost loaded activities; including costs for material and equipment delivered for installation on the project, and labor and construction equipment loaded construction activities, shall total to 100 percent of the value of the contract

8. Be work hour loaded by activity. Have an account code assigned to each activity and produce percent complete progress curves based on work hours extracted by account code.

9. Resource load activities with quantities so as to provide Quantity Curves prior to the start of work. These curves are to reflect planned installed quantities in accordance with Contractor’s Detailed Construction Schedule. All major commodities should be addressed, including but not limited to: Concrete (CY), LB Pipe (LF), SB Pipe (LF), Structural Steel (TN), Cable Tray (LF), Conduit (LF), Cable (LF), Terminations (EA), Loop Checks (EA), Hydrotests (EA), etc. On a weekly basis Contractor shall submit to Engineer actual installed quantities for each of the Quantity Curves.

10. Provide a Systems Turnover Schedule in accordance with Engineer’s defined systems. As bulk installation nears completion, approx 60% to 75% construction complete, Contractor shall develop a Systems Turnover Schedule for the Work to-go.

11. Utilize the Critical Path Method (CPM) with predecessor/successor relationships defined.

12. Include all interferences and impacts to Contractor’s Work.

13. Display all major milestones for completion of Work as defined in the Contract Documents.

14. Contain all activities required to be completed by others in order for Engineer to complete the Work as defined in the Contract Documents.

15. Include the total Scope of Work, whether performed directly by Contractor, or contracted to a third party.

16. Display the Baseline schedule as a thin solid black bar under the current bar.


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E. Schedule Reports: Concurrent with CPM schedule, submit copy of each of the following computer-generated reports. 1. Bar Chart or Time Scaled Logic Diagram: All printed updates of the schedule will be in

the form of a bar-chart containing the following information: Activity ID, Activity Description, Original Duration, Remaining Duration, Percent Complete, Planned/Actual Start Date, Planned/Actual Finish Date, Late Start Date, Late Finish Date, Planned/Actual Finish Date variance to Baseline Planned Finish Date and Total Float. The original approved schedule shall be referenced as the “Baseline” schedule. All printed update submittals of the schedule shall reflect the Baseline schedule planned start and finish dates for like activities as target bars represented as solid thin black bars below the current bar. Open-ended activities and artificial constraint dates shall be minimized. Mandatory constraint dates and hammock activities may only be used with Engineer approval.

2. Earnings Report: A compilation of total earnings on the project from the sooner of the Notice to Proceed, Contract award or commencement of the Work to the most recent monthly progress payment request. Include a column for the difference between the previous request amount and the current payment request amount. Sort report first by Schedule of Values category and then by activity.

3. Critical Path Report: All activities with float values of less than ten (10) work days are considered critical. In this report all critical activities will be grouped by total float and then their independent logical path ending with the appropriate contractual completion milestone or tie to a longer path. They will be sorted by early start, early finish and activity ID within the activities flowing from upper left to lower right on the page. Display relationship lines.

4. Log Report: With each updated schedule submission, provide a computer generated Log Report using a recognized schedule comparison software listing all changes made between the previous schedule and current updated schedule. Identify the name of the previous schedule and name of the current schedule being compared. This report will as a minimum show changes for: Added & Deleted Activities, Original Durations, Remaining Durations, Activity Percent Complete, Total Float, Free Float, Calendars, Descriptions, Constraints (added, deleted or changed), Actual Starts/Finishes, Added/Deleted Resources, Resource Quantities, Costs, Added/Deleted Relations, Changed Relation Lags, Changed Driving Relations, and Changed Critical Status.

F. Contractor’s Three-Week Lookahead Schedule: Shall be issued to Engineer on a weekly basis, be manpower loaded, and indicate all planned Work to be accomplished during the current week and the next two (2) week period in support of and in accordance with Contractor’s Detailed Construction Schedule. Planned and actual activities shall also be indicated for the previous week. Any activities that are required to be accomplished by Others that would impact and/or prevent Contractor from starting and/or accomplishing its planned Work shall also be displayed. The level of detail shall be sufficient to direct the efforts of the craft on a day to day basis.

G. Field Progress Measurement System (FPMS): 1. The detailed breakdown for the FPMS will be in accordance with Engineer’s Code of

Accounts. Along with the proper Account Code, each item of the breakdown must have assigned an estimated quantity and estimated manhours. As additional scope is identified and added to the Work, Contractor shall provide detailed breakdowns in the same manner. Within each account, the breakdown shall be detailed enough to allow installed quantities (i.e., cy, lf, each, etc.) to be physically verifiable, and to allow status availability for testing and system turnover.


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2. On a weekly basis Contractor shall submit to Engineer a status of the quantities installed for each activity in FPMS, and actual manhours spent. Activities partially complete will be reportable by Contractor utilizing the Partial Credit Guidelines (attached within Appendix A). Appendix A-Partial Credit Guidelines represent draft conditions prior to Engineer’s finalization of Field Progress Measurement System (FPMS) for the specified Work. Engineer will create and determine partial credit weighting per work scope. The quantity and manhour data will be used to establish the Percent Complete of the Work, and to measure Productivity (earned/actual manhours).

H. Cable Status Report: Submit with initial construction progress schedule to Engineer a takeoff of lengths in linear feet for each cable shown on Contract Drawing EE191 – Cable Schedule. Engineer will provide an electronic copy of the Cable Schedule to be used in the takeoff. On a weekly basis during construction Contractor shall submit to Engineer a report showing the status of all pulled and terminated cables (with lengths included) for each cable shown on the Cable Schedule.

I. Schedule of Values: Submit with initial construction progress schedule to Engineer for review and approval in specified electronic format copy of schedule if not defined within the Contract Agreement.

J. Construction Progress Reports: Unless directed more frequently by Engineer, submit copy on at least monthly intervals via electronic means per SECTION 013300-SUBMITTALS.

K. Daily Construction Reports: Submit copies on at least weekly intervals. L. Material Location Reports: Submit copies, in specified electronic format, on at least monthly

intervals. M. Field Condition Reports: Submit copies at time of discovery of differing conditions. N. Special Reports: Submit copies at time of unusual event, not to exceed within twenty-four (24)

hours of the event.

1.04 QUALITY ASSURANCE: A. Qualifications: Contractor shall designate an authorized representative who shall be

responsible for the preparation and submittal of the entire project schedule including all items specified and revisions to the schedule or supplemental completion schedules, as applicable or directed by Engineer. The scheduling representative shall be approved by the Engineer’s Contract Administrator based on a resume indicating as a minimum, formal training from software vendor or 5 years’ experience in working with schedules for projects of similar scope and complexity.

B. Prescheduling Conference: Within two weeks of the earlier of notice to proceed, contract award or as otherwise directed by Engineer, conduct conference at Project Site to comply with requirements in SECTION 013100 - PROJECT COORDINATION AND MEETINGS. Review methods and procedures related to the preliminary construction schedule and "baseline" construction progress schedule, including, but not limited to, the following: 1. Review software limitations and content and format for reports. 2. Verify availability of qualified personnel needed to develop and update schedule. 3. Discuss constraints, including as applicable phasing, work stages, area separations,

interim milestones, Substantial Completion and potential early partial Engineer use. 4. Review delivery dates for Engineer-furnished products. 5. Review schedule for work of Engineer's separate contracts. 6. Review time required for review of Submittals and resubmittals. 7. Review requirements for tests and inspections by independent testing and inspecting

agencies. 8. Review time required for completion and startup procedures.


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9. Review and finalize list of construction activities to be included in schedule. 10. Review Submittal requirements and procedures. 11. Review procedures for updating schedule. 12. Review procedures for development and updating FPMS.

1.05 COORDINATION: A. Coordinate preparation and processing of schedules and reports with performance of

construction activities and with scheduling and reporting of separate Contractors. B. Coordinate construction progress schedule with the schedule of values, list of subcontracts,

schedule of Submittals, Material and Equipment procurement, progress reports, payment requests, and other required schedules and reports. 1. Secure time commitments for performing critical elements of the Work from parties

involved. 2. Coordinate each construction activity in the network with other activities and schedule

them in proper sequence.

PART 2 - PRODUCTS

2.01 SCHEDULE OF SUBMITTALS: A. Preparation: Submit a schedule of Submittals, arranged in chronological order by dates

required by construction progress schedule. Include time required for review, resubmittal, ordering, manufacturing, fabrication, and delivery when establishing dates as required in SECTION 013300 - SUBMITTALS. 1. Coordinate Submittals schedule with list of subcontracts, the schedule of values, and

"Baseline" construction progress schedule. 2. Initial Submittal: If not predefined within the awarded Contract Agreement, submit

concurrently with preliminary bar-chart schedule. Include Submittals required during at least the first (60) days of construction. List those required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication.

3. Final Submittal: Submit concurrently with the first complete submittal of construction progress schedule.

2.02 CONTRACTOR'S CONSTRUCTION PROGRESS SCHEDULE, GENERAL: 1. Procurement Activities: Include procurement process activities for the following long

lead items and major items, requiring a cycle of more than sixty (60) days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, Submittals, approvals, purchasing, fabrication, and delivery.

2. Submittal Review Time: Include review and resubmittal times indicated in SECTION 013300 - SUBMITTALS in schedule. Coordinate Submittal review times in Contractor's construction progress schedule with schedule of Submittals.

3. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Engineer's administrative procedures necessary for certification of Substantial Completion.

4. Work Restrictions: Show the effect of the following items on the schedule: a. Coordination with existing construction. b. Partial occupancy before Substantial Completion. c. Use of premises restrictions. d. Seasonal variations.


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e. Environmental control. 5. Work Stages: Indicate important stages of construction for each major portion of the

Work, including, but not limited to, the following: a. Subcontract awards. b. Submittals. c. Purchases. d. Mockups. e. Fabrication. f. Sample testing. g. Deliveries. h. Installation. i. Tests and inspections. j. Adjusting. k. Curing. l. Startup and initial operation. m. Performance, guarantee, and acceptance testing. n. Placement into final use and operation.

B. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and Final Completion, milestones per the Scope of Work and the following interim milestones:

C. Deficiencies: Once notified in writing by Engineer to correct a schedule deficiency, Contractor shall submit, within three (3) working days, a recovery plan in the form of a Revised Detailed Construction Schedule. Contractor shall implement the approved recovery plan within three (3) days after written notification from Engineer. If Contractor fails to submit its recovery plan or fails to implement the plan within the stated time limits, Engineer may, at its sole discretion, exercise any and all remedies available under the Contract Agreement.

D. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time-impact analysis using fragnets to demonstrate the effect of the proposed change on the overall schedule.

2.03 CONSTRUCTION PROGRESS SCHEDULE (GANTT CHART): A. Gantt-Chart Schedule: After submittal of preliminary construction progress schedule as stated

above, submit a detailed construction progress schedule within (30) days after the earlier of Notice to Proceed, Contract Agreement award date or Effective Date of Agreement. Base the schedule on the preliminary construction progress schedule and incorporate review comments and other feedback.

B. The schedule shall show the Work in a horizontal bar chart or other graphic format suitable for displaying scheduled and actual progress. 1. The schedule shall indicate phases of the Work, starting date, interim milestones, and

dates of Substantial Completion and Final Completion. 2. Breakdown Work phases into separate time bar for each significant construction activity

entry, with dates Work is expected to begin and be completed. Within each time bar, indicate estimated completion percentage in 5% increments.

3. Scale and spacing shall allow room for notation and revisions. 4. Sheet Size (including of electronic PDF): Minimum 11 x 17 inches.

C. Provide subschedules to define in more detail critical portions of schedules, including inspections and tests.

D. Coordinate construction progress schedule with schedule of values, schedule of Submittals schedule, procurement schedule, progress reports, and payment requests.


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E. Engineer will review and comment on construction progress schedule and, upon agreement between Engineer and Contractor on necessary changes: 1. Contractor shall distribute copies as specified of the accepted "baseline" schedule to

Engineer. Contractor shall provide additional copies to Contractors and other parties required to comply with scheduled dates, one copy to each party.

F. Revise the construction progress schedule after each meeting, event, or activity where revisions have been recognized and accepted to reflect impacts of new developments on the schedule.

G. Update and submit copies, electronic unless otherwise directed, to Engineer of the revised schedule at least once each month to show actual progress compared to the originally accepted "baseline" schedule and any proposed changes in the schedule of remaining Work. Include with construction progress report.

2.04 SCHEDULE OF VALUES: A. If a schedule of values was not established as part of contract award, based on the preliminary

draft schedule of values, reviewed by Engineer, submit finalized schedule of values acceptable to Engineer as to form and basic details. Submit final within five (5) working days after Notice to Proceed.

B. Coordinate preparation of schedule of values with preparation and content of construction progress schedule.

C. Schedule of Values content: 1. Schedule shall list the installed value of the component parts of the Work in sufficient

detail to serve as a basis for computing values for progress payments during construction.

2. Follow the construction progress schedule breakdown of Work activities as format for listing component items and assigning values.

3. Follow the table of contents of this Project Manual as the format for listing component items. a. Identify each line item, with the number and title of the respective major Division or

Section of the Specifications. 4. For each major line item, list subvalues of major products or operations under the item.

a. Each item shall include a directly proportional amount of the Contractor's overhead and profit.

b. For items on which progress payments will be requested for stored materials received, but not installed, break down the value into: (1) The cost of the materials, delivered and unloaded, including taxes paid unless

taxes are exempted. (2) The total installed value.

c. The sum of all values listed in the schedule shall equal the total Contract Price.

2.05 REPORTS: A. Construction Progress Reports:

1. Submit a report on actual construction progress on a monthly basis, unless otherwise directed by Engineer for more frequently. More frequent reports may be required should the Work fall behind the accepted schedule. a. Submit a weekly report, and three-week look-ahead schedule, to coordinate with

and supplement the monthly construction progress report and which details Work scheduled for the following one-week interval, including: (1) Work activities which will occur. (2) Number and size of crews.


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(3) Construction equipment on Site. (4) Major items of Equipment and Material to be installed.

b. Format shall be on 11 x 17-inch electronic PDF, submitted to Engineer in electronic format, unless otherwise directed.

2. Construction progress reports shall consist of the revised construction progress schedule and a narrative report which shall include but not be limited to the following: a. Executive Summary. b. Prose summary of activities completed since the previous construction progress

report. c. Prose summary of activities planned for next reporting period. d. Schedule Reports. e. Progress Curves. f. Identification of problem areas. g. A description of current and anticipated delaying factors, if any. h. Impact of possible delaying factors. i. Proposed corrective actions.

3. Submit a construction progress report to Engineer with each application for partial payment. Work reported complete but not readily apparent to Engineer must be substantiated with supporting data when requested by Engineer.

B. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project Site: 1. List of Contractors at Project Site. 2. List of separate Contractors at Project Site. 3. Approximate count of Contractor’s personnel at Project Site, and breakdown by craft,

including any of Contractor’s subcontractors. 4. Equipment at Project Site. 5. Material deliveries. 6. High and low temperatures and general weather conditions. 7. Accidents / Incidents / Near Misses. 8. Meetings and significant decisions. 9. Unusual events (refer to special reports). 10. Stoppages, delays, shortages, and losses. 11. Meter readings and similar recordings. 12. Emergency procedures.

C. Equipment and Material Location Reports: At monthly intervals, prepare and submit a comprehensive list of Equipment and Materials delivered to and stored at Project Site. List shall be cumulative, showing Equipment and Materials previously reported plus items recently delivered. Include with list a statement of progress on and delivery dates for Materials or items of Equipment fabricated or stored away from Project Site.

D. Field Condition Reports: Promptly on discovery of a difference between field conditions and the Contract Documents, prepare and submit a detailed report. Submit with a request for information (RFI). Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.

E. Special Reports: 1. General: Submit special reports directly to Engineer within one (1) day(s) of an

occurrence. Distribute copies of report to parties affected by the occurrence. 2. Reporting Unusual Events: When an event of an unusual and significant nature occurs at

Project Site, whether or not related directly to the Work, prepare and submit a special report. List chain of events, persons participating, response by Contractor's personnel,


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evaluation of results or effects, and similar pertinent information. Advise Engineer in advance when these events are known or predictable.

PART 3 - EXECUTION

3.01 CONSTRUCTION PROGRESS SCHEDULE: A. Scheduling Consultant: Engage a consultant to provide planning, evaluation, and reporting

using CPM scheduling. 1. In-House Option: Engineer may waive the requirement to retain a consultant if

Contractor employs skilled personnel with experience in CPM scheduling and reporting techniques. Submit qualifications to Engineer for Engineer review and approval.

2. Meetings: Scheduling consultant shall attend all meetings related to construction progress, alleged delays, and time impact.


SECTION 013200 APPENDIX A – FPMS SAMPLE PARTIAL CREDIT CONDITIONS

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81799_013233 013233-1

SECTION 013233 - CONSTRUCTION PHOTOGRAPHS

PART 1 - GENERAL

1.01 SUMMARY: A. This Section specifies administrative and procedural requirements for construction

photographs.

1.02 SUBMITTALS: A. Submit prints as specified in SECTION 013300 - SUBMITTALS and in PART 3 - this

Section. B. Photographer shall submit two sample prints of the type and quality required during

construction, for review and acceptance by Engineer.

PART 2 - PRODUCTS

2.01 PHOTOGRAPHIC REQUIREMENTS: Specified in PART 3, this Section.

PART 3 - EXECUTION

3.01 PROGRESS SITE PHOTOGRAPHS: A. Contractor shall be responsible for photographs of the Site to show the existing and general

progress of the Work. Engineer will advise as to which views are of interest. Photographs shall be taken of the following areas and at the following times. 1. Existing Site conditions before Site work is started. Number of views shall be adequate

to cover the Site. 2. Progress of the Work throughout construction. There shall be three (3) different views

taken on or about the first of each month. 3. Finished Project after completion of Work. Number of views shall be adequate to show

the finished Work. 4. If Project is not completed during the Contract Time or authorized extensions,

photographs shall continue to be taken at no increase in Contract Price. B. Photographic Prints: C. Digital Images:

1. Submit a complete set of digital image electronic files with each submittal of the Construction Progress Report defined in SECTION 013200-CONSTRUCTION PROGRESS SCHDULES AND REPORTS. a. Provide images in JPEG format, with minimum sensor size of 4.0 megapixels. b. Provide image resolution of not less than 1024 by 768 pixels. c. Submit images that have same aspect ratio as the sensor, uncropped.

D. Print Negatives: E. Identification:

1. Identify electronic media with date digital photographs were taken. F. Provide three (3) prints of each view. G. Deliver electronic media files to Engineer.

3.02 ADDITIONAL PHOTOGRAPHS: A. From time to time Engineer may issue requests for additional photographs, in addition to

periodic photographs specified. 1. Engineer will give the photographer three days' notice, where feasible.

SECTION 013233 - CONSTRUCTION PHOTOGRAPHS: continued

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2. In emergency situations, the photographer shall take additional photographs within 24 hours of Engineer's request.

3. Circumstances that could require additional photographs include, but are not limited to: a. Substantial Completion of a major phase or component of Work. b. Owner's request for special publicity photographs. c. Special events planned at Project Site. d. Immediate follow-up when on-site events result in construction damage or losses. e. Photographs to be taken at fabrication locations away from Project Site. f. Extra record photographs at time of final acceptance.


81799_013301 013301-1

SECTION 013301 - SUBMITTALS

PART 1 - GENERAL

1.01 SUMMARY: A. This SECTION includes definitions, descriptions, transmittal, and review of Submittals. B. Related SECTIONS:

1. Contract Closeout: SECTION 017801.

1.02 GENERAL INFORMATION: A. Definitions:

1. Shop Drawings, Product Data, and Samples are technical Submittals are defined below and are prepared by manufacturer or Supplier and submitted by Supplier to Engineer as a basis for review and approval of the use of Equipment and Materials proposed for incorporation in the Work or needed to describe installation, operation, maintenance, or technical properties, as specified in each DIVISION of the Specifications. a. Shop Drawings include custom-prepared data of all types including drawings,

diagrams, performance curves, material schedules, templates, instructions, and similar information not in standard printed form applicable to other projects.

b. Product Data includes standard printed information on materials, Products, and systems; not custom-prepared for this Contract, other than the designation of selections from available choices.

c. Samples include both fabricated and unfabricated physical examples of Materials, products, and Work; both as complete units and as smaller portions of units of Work; either for limited visual inspection or for more detailed testing and analysis. Mockups are a special form of Samples which are too large to be handled in the specified manner for transmittal of Sample Submittals.

2. Informational Submittals are those technical reports, administrative Submittals, certificates and guarantees not defined as Shop Drawings, product data, or Samples. a. Technical reports include laboratory reports, tests, technical procedures, technical

records, and Supplier's design analysis. b. Administrative Submittals are those nontechnical Submittals required by the

Contract or deemed necessary for administrative records. These Submittals include maintenance agreements, bonds, photographs, physical work records, statements of applicability, copies of industry standards, Contract record data, schedules, security/protection/safety data, and similar type Submittals.

c. Certificates and guarantees are those Submittals on Equipment and Materials where a written certificate or guarantee from the manufacturer or Supplier is called for in the Specifications.

3. Refer to ARTICLES 1.03 and 1.04 of this PART for detailed lists of documents and specific requirements.

B. Quality Requirements: 1. Shop Drawings and Product Data shall be submitted in electronic format. Every line,

character, and letter shall be clearly legible and of suitable quality for reproduction. 2. Documents submitted to Owner and Engineer that do not conform to specified

requirements shall be subject to rejection by Owner and Engineer, and upon request, Supplier shall resubmit conforming documents. Documents rejected due to illegibility or failure to comply with non-technical requirements will not satisfy schedule requirements. If conforming Submittals cannot be obtained, such documents shall be retraced, redrawn, or photographically restored as may be necessary to meet such requirements. Supplier’s

SECTION 013301 - SUBMITTALS: continued

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failure to initially satisfy the legibility quality requirements will not relieve Supplier from meeting the required schedule for Submittals.

3. Supplier shall be notified of any Submittals rejected prior to review for legibility or formatting reasons by Engineer or Owner. No notification will be provided for Submittals which are not rejected.

C. Language and Dimensions: 1. All words and dimensional units shall be in the English language. 2. Metric dimensional unit equivalents may be stated in addition to the English units.

However, English units of measurement shall prevail. D. Submittal Completeness:

1. Submittals shall be complete with respect to dimensions, design criteria, materials of construction, and other information specified to enable Engineer to review the information effectively.

2. Where standard drawings are furnished which cover a number of variations of the general class of Equipment, each drawing shall be annotated to indicate exactly which parts of the drawing apply to the Equipment being furnished. Use hatch marks or X-outs to clearly indicate variations, optional equipment, or other items which do not apply to the Submittal and circle or box all selected variations, optional equipment, or other applicable selections. The use of “highlighting markers” will not be an acceptable means of annotating Submittals. Such annotation shall also include proper identification of the Submittal permanently attached to the drawing.

3. Reproduction or copies of Contract drawings or portions thereof will not be accepted as complete fabrication or erection drawings, but will be acceptable when used by Supplier as a drawing upon which to indicate information on erection or to identify detail drawing references. Whenever the Contract drawings are revised to show that additional Supplier's information, Engineer's title block shall be replaced with Supplier's title block, and Engineer's professional seal shall be removed from the drawing.

E. Form of Submittals: 1. Supplier shall have one contact person for submitting and retrieving documents.

a. This person will be responsible for making sure all documents are submitted properly.

b. This person will be receiving an email every week stating what needs to be resubmitted. (1) All submittals with an action status of “B”, “C”, or “D” need to be

resubmitted as described herein. 2. Submittal Documents

a. Name of file must include: (1) Specifications SECTION number in front of filename (2) Must be short and specific to the file

b. Name of file must NOT include: (1) Revision number/letter (2) Date (3) The word “Submittal”

c. All documents that are supplied by the Supplier must be .PDF formatted d. A Submittal Block will be provided to Supplier as a .JPEG file. e. The submittal block must be included on:

(1) Each individual PDF drawing. (one drawing per PDF file) (2) The first page of each document that is NOT a drawing.

f. When submitting:


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(1) See Appendix E for submittal instructions on the Webtools site. (2) Send a transmittal letter by email to: [email protected], with cc:

[email protected] and [email protected]. (3) On the transmittal letter:

1) Include a description for each file 2) State what revision the file is.

(4) State the project number (81799), project description, Contract number CXXXX (where ‘XXXX’ is to be replaced by the actual 4 digit number), and the number indicating the submittal number (1, 2, 3, etc.) within the e-mail

g. Return Submittal: (1) Make sure the file name has stayed exactly the same as when you first

submitted it. (2) Pick up any of Engineer’s comments and make the necessary changes to the

original document/drawing. (3) If you are making a change or verifying information on any document,

provide comment clouding on these items. (4) If the Engineer has made comments and you need to add or delete pages

from your original document: (a) Place an “X” through the page to delete it (b) Add additional pages to the end of the PDF.

3. Document Pick-Up a. Supplier will receive an e-mail stating that your package is ready to be picked up. b. Click on the Webtools link. c. Download the package.

(1) Included in the package are: (a) A return transmittal letter listing the document being returned and

what action status they are given. (b) Documents that are being returned with the submittal block filled out.

d. Pick-up or respond to all comments from the Engineer. e. Resubmit any required documents as described above. Cloud all changes and

increase the revision for all resubmitted documents.

1.03 TECHNICAL SUBMITTALS: A. Provide required Submittals as specified in Appendix A and in the Specifications. Additional

information about Submittals listed in Appendix A is provided in Appendix C. All durations are Days.

B. Schedule of Submittals: 1. Prepare for Engineer's concurrence a schedule for submission of all Submittals specified

or necessary for Engineer's approval of the use of Equipment and Materials proposed for incorporation in the Work or needed for proper installation, operation, or maintenance. Submit the schedule with the Work progress schedule. Schedule submission of all Submittals to permit review, fabrication, and delivery in time to not cause delay in the Work of Supplier or its Sub-Suppliers or any other contractors as described herein.

2. In establishing schedule for Submittals, allow 14 Days in Engineer's office for reviewing original submittals and 14 Days in Engineer's office for reviewing resubmittals. For submittals exceeding 20 drawings, Engineer and Owner may request additional time for review within 2 days of submittal receipt.

3. Submittals requiring revision shall be resubmitted within 14 Days after receipt of Engineer's review notations.

mailto:[email protected]




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4. The schedule shall indicate the anticipated dates of original submission for each item and Engineer's approval thereof, and shall be based upon at least one resubmission of each item.

5. Schedule all Submittals required for submission within the time specified for each in Appendix A.

6. Resubmit Submittals the number of times required for Engineer's action stamp to read either A, F, or G as described below. However, any need for resubmittals in excess of the number set forth in the accepted schedule, or any other delay in obtaining approval of Submittals, will not be grounds for extension of the Contract Time provided Engineer completes its reviews within the times specified. Supplier shall not commence production of any part of the Equipment and Materials affected thereby until such Submittal has been reviewed and approved by Engineer.

C. Transmittal of Submittals: 1. All Submittals (shop drawings, product data, and samples) for Equipment and Materials

furnished by manufacturers and Supplier shall be submitted to Engineer by Supplier. 2. Transmit all Submittals to Engineer for approval as follows:

a. Include Submittal Information Block: (1) Electronic files of Submittal Information Blocks will be provided to Supplier

for use on electronic Submittals. (2) An example of the Submittal Information Block is included as Appendix B to

this Section. b. Mark each Submittal by Project name and number, Contract title and number, and

the applicable Specifications SECTION and Article numbers. c. Check and include Supplier's approval for Submittals of Supplier and manufacturers

prior to transmitting them to Engineer. Supplier’s approval shall constitute a representation to Owner and Engineer that Supplier has determined and verified all design criteria, quantities, dimensions, materials, catalog numbers, compliance with applicable laws and regulations, and similar data, or Supplier assumes full responsibility for doing so, and that Supplier has coordinated each Submittal with the requirements of the Work and the Contract.

d. At the time of each submission, call to the attention of Engineer in the transmittal letter any deviations from the requirements of the Contract.

e. Make all modifications noted or indicated by Engineer and return revised Submittals until approved. Direct specific attention in writing, or on revised Submittals, to changes other than the modifications called for by Engineer on previous Submittals. Previously approved Submittals transmitted for final distribution will not be further reviewed and are not to be revised. If errors are discovered during manufacture or fabrication, correct the Submittal and resubmit for review.

f. Resubmitted files shall be indicated on the transmittal letter by a later date and revision number than the previous submissions.

g. Following completion of the Work and prior to final payment, furnish record documents and approved Samples and Shop Drawings necessary to indicate "as constructed" conditions, including field modifications, in the number of copies specified. Furnish additional copies for insertion in Equipment instruction books and operating manuals as required. All such copies shall be clearly marked "PROJECT RECORD." (1) Submit a final record copy of a master field drawing list which shall indicate

the final revision status of each drawing on the list.


81799_013301 013301-5

3. Quantity Requirements: a. Except as otherwise specified in Appendix A, transmit all Shop Drawings in the

following quantities: (1) Initial Submittal:

(a) Per Appendix A, this Section. (2) Resubmittals:

(a) Per Appendix A, this Section. (3) Submittal for final distribution:

(a) Paper - One copy to Owner, One copy to Engineer. (b) Electronic - One CD-ROM or flash drive copy to Engineer in native

format. Drawings shall be provided as AutoCAD 2012 or later files. (4) As-constructed documents:

(a) Paper - One copy to Owner, one copy to Engineer. (b) Electronic - Three CD-ROM or flash drive copies to Engineer in

native format. Drawings shall be provided as AutoCAD 2012 or later files.

b. Transmit Submittals of product data as indicated for Shop Drawings above. c. Transmit Submittals of Material Samples, color charts, and similar items as follows:

(1) Initial Submittal – Two to Engineer. One to Owner. (2) Resubmittal – Two to Engineer. One to Owner. (3) Upon approval, Sample(s) will not be returned to Supplier.

d. Except as otherwise specified in Appendix A, transmit Submittals of Equipment instruction books and operating manuals as follows: (1) Initial Submittal:

(a) Paper - No copies to Engineer. One copy to Owner. Only Engineer’s comments will be returned to Supplier.

(b) Electronic - One copy to Engineer. One copy to Owner. (2) Resubmittals:

(a) Paper - No copies to Engineer. One copy to Owner. Only Engineer’s comments will be returned to Supplier.

(b) Electronic - One copy to Engineer. One copy to Owner. (3) Submittal for Final Distribution:

(a) Four paper copies to Owner upon Engineer’s written authorization. (b) One CD-ROM or flash drive copy to Engineer as PDF files and Two

CD-ROM or flash drive copies to Owner. e. All Submittals provided in PDF format shall contain searchable text. f. When all Submittals have been updated to "as-constructed" conditions, transmit to

Engineer three copies and Owner five copies each of manuals on CD-ROM. g. Owner may copy and use for internal operations and staff training purposes any and

all document Submittals required by this Contract and approved for final distribution, whether or not such documents are copyrighted, at no additional cost to Owner. If permission to copy any such Submittal for the purposes stated is withheld from Owner by manufacturer or Supplier, the Supplier shall provide to Owner 50 copies plus the number of copies required by Supplier at each final distribution issue.

4. Supplier’s erection drawings and other Submittals required for installation of Equipment furnished under this Contract for installation under other contracts will be transmitted electronically to installing contractor by Engineer in the final distribution of such Submittals.


013301-6 81799_013301

5. Information to Manufacturer's District Office: Supplier shall arrange for manufacturers and suppliers of Equipment or Materials to furnish copies of all agreements, drawings, specifications, operating instructions, correspondence, and other matters associated with this Contract to the manufacturer's district office servicing Owner. Insofar as practicable, all business matters relative to Equipment and Materials included in this Contract shall be conducted through such local district offices.

D. Engineer's Review: 1. Engineer will review and take appropriate action on Submittals in accordance with the

accepted Schedule of Submittals. Engineer's review and approval will be only to determine if items of Equipment and Materials covered by the Submittals are compatible with the design concept and conform to information given in the Contract.

2. Such review and approval will not extend to design data reflected in Submittals which is peculiarly within the special expertise of Supplier. Review and approval of a component item as such will not indicate approval of the assembly in which the item functions.

3. Engineer's review and approval of Shop Drawings, product data, or Samples will not relieve Supplier of responsibility for any deviation from requirements of the Contract Documents unless Supplier has in writing called Engineer's attention to such deviation at the time of submission, and Engineer has given written concurrence in and approval of the specific deviation. Approval by Engineer shall not relieve Supplier from responsibility for errors or omissions in Submittals.

E. Submittal Action Stamp: 1. Engineer's review action stamp, appropriately completed, will appear on all Submittals of

Supplier when returned by Engineer. Review status designations listed on Engineer's action stamp are defined as follows:

A - SUBMITTAL APPROVED Signifies Equipment or Material represented by the Submittal conforms to the design concept and complies with the intent of the Contract and is approved for incorporation in the Work. Supplier is to proceed with fabrication or procurement of the items and with related Work. Copies of the Submittal are to be transmitted to Engineer for final distribution.

B - SUBMITTAL APPROVED AS NOTED (RESUBMIT) Signifies Equipment or Material represented by the Submittal conforms to the design concept and complies with the intent of the Contract and is approved for incorporation in the Work in accordance with Engineer's notations. Supplier is to proceed with fabrication or procurement of the items and with related Work in accordance with Engineer's notations and is to submit a revised Submittal responsive to notations marked on the returned Submittal or written in the letter of transmittal.

C - SUBMITTAL RETURNED FOR REVISION (RESUBMIT) Signifies Equipment or Material represented by the Submittal appears to conform with the design concept and comply with the intent of the Contract but information is either insufficient in detail or contains discrepancies which prevent Engineer from completing its review. Supplier is to resubmit revised information responsive to Engineer's annotations on the returned Submittal or written in the letter of transmittal. Fabrication or procurement of items represented by the Submittal and related Work is not to proceed until the Submittal is approved.


81799_013301 013301-7

D - SUBMITTAL NOT APPROVED (SUBMIT ANEW) Signifies Equipment or Material represented by the Submittal does not conform to the design concept or comply with the intent of the Contract and is disapproved for use in the Work. Supplier is to provide Submittals responsive to the Contract.

E - PRELIMINARY SUBMITTAL Signifies Submittals of such preliminary nature that a determination of conformance with the design concept or compliance with the intent of the Contract must be deferred until additional information is furnished. Supplier is to submit such additional information to permit layout and related activities to proceed.

F - FOR REFERENCE, NO APPROVAL REQUIRED Signifies Submittals which are for supplementary information only; pamphlets, general information sheets, catalog cuts, standard sheets, bulletins and similar data, all of which are useful to Engineer or Owner in design, operation, or maintenance, but which by their nature do not constitute a basis for determining that items represented thereby conform with the design concept or comply with the intent of the Contract. Engineer reviews such Submittals for general content but not for basic details.

G - DISTRIBUTION COPY (PREVIOUSLY APPROVED) Signifies Submittals which have been previously approved and are being distributed to Supplier, Owner, and others for coordination and construction purposes.

F. Instruction Books and Operating Manuals:

1. In addition to electronic Submittals specified above, Equipment instruction books and operating manuals prepared by the manufacturer shall include the following: a. Index and tabs. b. Instructions for installation, start-up, operation, inspection, maintenance, parts lists

and recommended spare parts, and data sheets showing model numbers. c. Applicable drawings. d. Warranties and guarantees. e. Name and address of nearest manufacturer-authorized service facility. f. All additional data specified.

2. Each hard copy of the manuals shall be assembled and bound in black three-ring binders designed for rough usage. Binders shall be as specified below. a. Front covers and spine of the manuals shall be permanently marked with white

lettering indicating Owner’s name, plant name, unit number, name of equipment, volume number if applicable, contract number, name of Supplier, Supplier’s address, and year of manufacture. See Appendix D of this SECTION for more details.

Manufacturer ViaTech Publishing Solutions or approved equal 424 North Cedarbrook Avenue Springfield, Missouri 65802 1-800-888-0823

Binder type Swing Hinge C78 Split Prong

Construction Stiff binder board

Covering Supported vinyl skytogen liner


013301-8 81799_013301

Material and color Black imitation leather (Material Code NV899)

Font News Gothic Condensed

Imprinting Foil stamp in accordance with Appendix D of this section. Imprinting color is to be white.

Capacities available Split prong swing hinge 2 inch or 3 inch as required.

b. Binder capacities shall not exceed 3 inches, nor shall material included exceed the designed binder capacity. If material to be bound exceeds capacity rating, multiple volumes shall be furnished. Binder capacity should not be more than approximately ½- inch greater than the thickness of the material within the binder.

c. Submit mockup of cover and spine for Engineer's review. G. Samples:

1. Office Samples shall be of sufficient size and quantity to clearly illustrate the following: a. Functional characteristics of the product, with integrally related parts and

attachment devices. b. Full range of color, texture, and pattern. c. Material, manufacturer, pertinent catalog number, and intended use.

1.04 INFORMATIONAL SUBMITTALS: A. Informational Submittals are comprised of technical reports, administrative Submittals, and

guarantees which relate to the Work, but do not require Engineer approval prior to proceeding with the Work. Informational Submittals include: 1. Test reports. 2. Certification on Materials:

a. Steel mill tests. 3. Shipping and/or packing lists. 4. Job progress schedules. 5. Equipment and Material delivery schedules. 6. Warranties and guarantees. 7. Welder qualification records. 8. Welding procedures qualification tests. 9. X-ray and radiograph reports. 10. Hydrostatic testing.

B. Transmittal of Informational Submittals: 1. All informational Submittals furnished by manufacturers and suppliers shall be submitted

to Engineer by Supplier unless otherwise specified. a. Identify each informational Submittal by Project name and number, Contract title

and number, and the Specifications SECTION and Article numbers marked thereon or in the letter of transmittal. Unidentifiable Submittals will be returned for proper identification.

b. At the time of each submission, call to the attention of Engineer in the letter of transmittal any deviations from the requirements of the Contract.

2. Quantity Requirements: a. Technical reports and administrative Submittals except as otherwise specified:

(1) Paper: One copy each to Engineer and Owner. (2) Electronic: One copy each to Engineer and Owner.

3. Test Reports:


81799_013301 013301-9

a. Responsibilities of Supplier, Owner, and Engineer regarding tests and inspections of Equipment, Materials, and completed Work are set forth elsewhere in this Contract.

b. The party specified responsible for testing or inspection shall in each case, unless otherwise specified, arrange for the testing laboratory or reporting agency to distribute one electronic copy of the test reports to Owner, Engineer, and Supplier.

C. Engineer's Review: 1. Engineer will review informational Submittals for indications of Work or Material

deficiencies. 2. Engineer will respond to Supplier on those informational Submittals which indicate Work

or Material deficiency.


PART 3 - EXECUTION - Not Applicable. END OF SECTION 013301

81799_8440_013300 013300 – Appendix A-1

APPENDIX A SUBMITTAL SCHEDULE

LEGEND: E = E-mail; P(x) = Paper Copy (no. of copies)

ID Description

For Approval (required prior to

purchase or fabrication)

For Information / Certification / Construction

(conformed including contractor comments)

1. Preliminary Installation Manuals

E, P (2) – 120 days prior to delivery

E, P (2) – 60 days prior to delivery

2. Preliminary Operating Manuals E, P (2) – 60 days prior to Contract Delivery Date

3. Final Installation Manuals P (3), E – 30 days prior to Contract Delivery Date

4. Final Operating Manuals P (3), E – 30 days prior to Contract Delivery Date

5. Packing Lists P (3) – With each shipment 6. Bills of Materials P (3), E – With Notice of Shipment

and with each shipment 7. Unloading, Handling & Storage

Requirements and Procedures P (3), E – With Notice of Shipment

8. Material Safety Data Sheets (if applicable)

P (5), E – With Notice of Shipment and with each Shipment

9. Test Reports P (3), E – 3 days after each test

10. All submittals specified in the Specifications - Divisions 1 through 26

E P (3), E

013301-APPENDIX B

APPENDIX B

SUBMITTAL INFORMATION BLOCK

1. Use this decal on all shop drawings, whether prepared by Supplier or Sub-Supplier. Place as near as possible to the drawing title in the lower right corner.

2. Affix the gummed edge paper information blocks to all “product data” type Submittals immediately inside the front cover.

Project Supplier Identification Date Engineer Received

Supplier: _________________________________ Project Name: ____________________________

Project No.: ______________________________ Engineer’s Action Contract Title: ____________________________ (See Contract Documents)

Contract No.: ____________________________ Spec. Section No.: ________________________ Initials & Date Initials & Date

Supplier's Approval: Submission of this document shall represent contractor's approval as specified in the Contract. Supplier remains liable for accuracy of Submittals as provided in the Contract.

A______________ E______________ B______________ F______________ C______________ G______________ D______________

Supplier to fill in all blanks without preprinted information For the use of Engineer

013301-APPENDIX C

APPENDIX C SUBMITTAL DESCRIPTION

System I/O list • Tabulation of all inputs and outputs associated with a PLC or DCS to

be used to control the supplied system. Electrical Schematic • Detailed schematics showing each and every light, switch, controller,

relay, timer, etc., associated with a systems control circuit • All voltage and current ratings • Special wiring requirements (coax, high temp., etc.) Control Panel Front View & Internal Wiring Diagram • Physical diagrams of all supplied control panels (internal and

external) • All light and switches including color • All wiring internal to the panel • All Tagging/Labeling • Panel NEMA rating Electrical Load List • Tabulation of all motors (load in hp) • Tabulation of all variable speed drives (load in kW) • Tabulation of all 120V vital ac loads (load in kW) • Tabulation including hp, voltage, and number of phases Electrical Equipment Layout • Physical drawing showing the location of each of the electrical

interface points and elevation of equipment in respect to the plant elevation

• Location of each device that requires Owner’s cable to be run to it Equipment Installation Details • Drawings showing how to install all devices that require field

installation • Details including support/mounting devices • Instrument installation details including tubing installation from root

valve to the instrument including tubing size, slope, valve manifold, etc.

Interconnection Wiring Diagrams • Overall system diagram showing 100% of the field wiring required • Interface of each device or panel being supplied in the system • Voltage and current ratings Control Logic Diagrams • Normal start/stop sequence • Alarm development • Identification of all time delays • Auto stop/start sequence • Identification of digital control • Identification of analog control P&ID's • System diagrams of all system piping • Identification of all instruments, pressure switches, limit switches,

temperature elements, etc. • Identification of interface (PLC, DCS, or hard wired interlocks) for

each device • Identification of valves, pumps, etc. • Identification of all pipe size, materials, and schedule General Arrangement Drawings • Dimension and location (plan and elevation) of all equipment

including locating dimensions in respect to the plant columns and elevation of equipment in respect to the plant elevation

• Identification of all pull space requirements • Identification of all access/maintenance requirements Foundation Details • Foundation details/outlines depicting overall dimensions, pad and

blockout requirements, anchor bolt locations and details, and any

additional information necessary to establish the foundation arrangement

• Either actual or "not-to-exceed" foundation design loads, and their points of application, for all applicable load cases and/or combinations (i.e., dead load, live load, wind, seismic, dynamic, etc.)

• Identification of loading directions, magnitudes, and any other permanent data required for the foundation design

Structural and Miscellaneous Steel • Certified shop drawings and erection diagrams for all structural steel

and miscellaneous steel • Documents prepared in accordance with the AISC specification for

the design, fabrication, and erection of structural steel for buildings Outline Drawings • Outline dimensional drawing • Location of all interface connections (plan and elevation) • Recommended/required mounting details clearly depicting bolting

location, size, material, and projection requirements, or sufficient data such that the Engineer can establish such requirements (for dynamic equipment or machinery data include operating speeds, rotating masses, centers-of-gravity, eccentricities, etc.)

• Weight and center of gravity • Type of interface connection (e.g., 150 lb. RF flange, welded, weld

end preparation, wall thickness or schedule, etc.) • Allowable loads for all nozzles • Removal space/maintenance requirements • Special rigging requirements • Thermal movements of all nozzles (if applicable) Piping Information • Physical drawing showing the routing of all vendor supplied pipe • Location of pumps, valves, traps, strainers, instrument connections,

etc. on the piping drawing • Location of all Owner/Vendor interface points (plan and elevation)

for large and small pipe • Drawing including locating dimensions in respect to the plant

columns and elevation or centerline of equipment • Allowable loads and movements for all interface points • Support locations and details • Identification of pipe sizes, materials, valves, pumps, insulation, etc. • Field weld locations • Wall/floor penetration requirements • Pipe movements in excess of 1 inch • Design/service conditions (temperature/pressure) O & M Manuals • Description of equipment • Theory of operation • Troubleshooting • Equipment drawings • Installation instructions • Maintenance instructions • Sub-supplier component list

81799_8410_013300 013300-APPENDIX D-1

APPENDIX D

TYPICAL INSTRUCTION BOOK COVER

NAME OF

EQUIPMENT

Coffeyville Municipal Light &

Power

Generation Facility 2

CONTRACT NUMBER C8410

VOLUME NUMBER*

Coffeyville Municipal Light & Power Generation Facility 2

INSTRUCTION BOOK FOR

NAME OF EQUIPMENT VOLUME NUMBER*

CONTRACT NUMBER C8410

CONTRACTOR'S NAME CONTRACTOR'S ADDRESS

CONTRACTOR’S ORDER NUMBER

Equipment Tag Number(s)

36

24

36 36 36 36

24

24 24 24

24

(Spine) (Cover) NOTES: 1. All lettering shall be a block style font such as Arial. 2. All spine lettering shall be 14 point. 3. Cover lettering shall be point sizes indicated in column to right of cover illustration. 4. *Volume number required only if instructions are contained in more than one volume

Appendix E Vendor Submittal Reference Document

9400 Ward Parkway • Kansas City, MO 64114-3319 Tel: 816 333-9400 • Fax: 816 333-3690 • www.burnsmcd.com

013301-Appendix E-1 REV: B

Overview: The following procedure is for vendors, suppliers, or contractors who will be issuing submittals to Burns & McDonnell (BMcD). If you have questions about uploading submittals, please email or call your BMcD contact. It is a step by step guide on:

• Login options o Logging in o Resetting the Password o Forgotten Passwords

• Preparing and Delivering a Submittal o Creating a Submittal o Notification of Receipt

• Picking up a Reviewed or Rejected Submittal o Notification of Completed/Rejected Documents o Download of Completed/Rejected Documents




Logging In: Log into BMcD WebTools at http://webtools.burnsmcd.com using the username and password sent to you by Burns and McDonnell’s IT support group.

Note: Accounts are user specific. Do not share the username and password. Others who wish to access the system should request a separate account.

Previously you were not able to change the password you received, but now it can be reset after using the initial password from BMcD. After changing the password it cannot be changed again for 24 hours. Previously used passwords cannot be used again. The Domain is BMCDEXT and should preface your username. To Login: The Domain is BMCDEXT\and should be typed in before the user name. Example: BMcDext\[user ID] so the information would be BMcDEXT\ext_jdoe.

a. You may change your password by checking the box for I want to change my password after logging on.

b. If you forgot your password you can have a new password sent to you by clicking the “Forgot your password?”

http://webtools.burnsmcd.com/




Login Screen:




Set New Password screen:

• The new password must meet BMcD password requirements: • The password has to be at least eight characters long. • The password must contain characters from at least three of the following

categories: • English uppercase characters (A - Z) • English lowercase characters (a - z) • Base 10 digits (0 - 9) • Non-alphanumeric (For example: !, $, #, or %) • The password cannot contain three or more characters from the user's

account name.




If you forgot your password you can have a new password sent to you by clicking the “Forgot your password”. If so, the following screen will appear for requesting a new password. Request New Password screen:




Creating a Submittal: If your password does not need to be changed, use your current User ID and Password to log into WebTools.

Your username and password information will be automatically populated into the BMcD Login screen.

1. To create a submittal click in the Project/Program text box and fill in with the appropriate project name or program number, then click Create Submittal. If a reminder of the appropriate project number is needed, log in to WebTools and view the available project number folders. By clicking on the “Documents” folder the list of available project number will be seen. Descriptions of those projects will be given on the right hand window pane. After the proper project number is verified, log back out to return to the Create Submittal option. Note: When creating a Submittal, the Repository information is not needed. If the number is incorrectly entered the following error message will be displayed. Check the number, if you believe you received this message in error you will need to contact your BMCD Document Control contact.




If this is the first time you are visiting the Submittal screen then you will be prompted to load the ActiveX Add-On that will allow you to drag and drop documents into the screen. Click on Install to load the ActiveX Add-On. Note: Some companies prohibit the install of an ActiveX Add-On. If this is the case for your system administrators please contact your BMcD representative.

After installing the Active X component, the window is now ready for files to be drag and dropped directly into the grid part of the window.




2. Select the files from your system and drag them into the window.

One of two options may be used in the Create Submittal window: • Drag and drop a File • Use the Add Folder or Add Files buttons in the Document Submittal window.

A vendor transmittal number will be assigned to the Submittal upon receipt. If preferred, a transmittal may be created and added to the list of files as a separate document. Please check with your project team for specific submittal needs. The Filename, client name, and project number will be pre-populated in the Create

Submittal window. Before dragging the files into the window make sure they follow the file naming requirements.

Filename should be the same as the Drawing Name or Document Number. Do not include the following in the filenames:

a. Revision b. Dates c. Transmittal Information

Note: If the document is being resubmitted then the filename must match EXACTLY with the previous submittal name.

Valid filename examples: A07-9877-8-1.pdf, M-114-1-par.pdf, A-347-wps.pdf, 18555-18 ASME calcs.pdf, Terminal Point List.pdf




Description is required and should relate to the document title from the title block of the

drawing. Valid description include: General Arrangements, Weld Procedures, Code Calcs, Terminal Point List, Wiring Diagram – Analyzer.

Revision should be the actual revision from the document title block. If the document does not have a revision enter a dash/hyphen (-).

Items with an * in the column name are required. Items that do not include the * may still be required by your project. Please fill in as much detail as possible unless directed otherwise by your BMCD Document Control contact. Note: Columns in the window may be resized as needed. If a drop down list is supplied then only those values may be selected. To narrow a list of items or if a value is known, it may be typed or the copy/paste option may be used into the drop down.




3. Click on the Upload Submittal and the files will begin to load.

4. When complete you will be prompted that the Package was successfully received. Click OK

and you will be returned to the Login Window.

Notification of Receipt:

Within a few minutes you will receive an email notice that will include a link to a transmittal receipt. If there is a correction made to the submittal you may receive an additional notice that will include a link to the updated transmittal receipt.




Picking up a Reviewed Submittal If your Submittal is being return after a review or is rejected, you will receive an email from the system with a link to a zip file consisting of the files. 1. To pick up the files, Click the File link.

2. After logging into WebTools you will be directed to the document for pickup. Click

on Download to get a copy of the file.

3. Select a location on your hard drive to save the file and click ok.

SECTION 014005 – CONTRACTOR QA/QC

81799_014005 014005-1

PART 1 - GENERAL

1.1 GENERAL REQUIREMENTS 1.1.1 The Contractor is directly responsible for the quality of their products and

services, including those of their Subcontractors, suppliers & vendors. Acceptable quality is defined as meeting the requirements specified in the Contract Documents.

1.1.2 The Contractor shall implement a written Quality Control System that includes the following, as applicable, plus any supplemental procedures and/or instructions needed to meet the requirements of the Contract Documents.

• Organizational description including corporate and project level organizational charts showing lines of authority and reporting.

• Description of how the requirements specified in the Contract Documents are implemented through procedures, training, drawings, forms, etc.

• Procedures for scheduling, reviewing, approving, and controlling documentation, including records and submittals.

• Procedures for procuring materials and equipment. • Procedures for material receipt, protection, control, security, and

maintenance. • Procedures for scheduling and performance of construction activities. • Detailed procedures for control, verification, and acceptance of

construction activities. • Detailed procedures for identifying and controlling discrepancies from

the project requirements. • Procedures for system acceptance, including punch-listing and sign-off. • Procedures for scheduling and format of project turnover documentation.

1.1.3 The Contractor must submit their written Quality Control System to the Owner for review, prior to starting work.

1.1.4 The Contractor’s personnel must have sufficient experience, training, and knowledge with the product and processes for which they are responsible. Personnel must be familiar with the applicable codes of construction, project specifications / requirements, and inspection and testing operations used for verification.

1.1.5 The Contractor is responsible for the coordination and scheduling of required tests and inspections, and providing the Owner with sufficient prior notice to witness the required activities.

1.1.6 The Contractor is responsible for the receipt, protection, control, security, and maintenance of all Contractor furnished materials, including those of their Subcontractors, suppliers & vendors, and Owner furnished materials, as specified in the Contract Documents.

1.1.7 The Contractor shall prepare a report on a monthly basis, as a minimum, of quality control activities performed during the reporting period and submit to Owner with copies of the quality records generated during the period.

1.1.8 The Owner may audit or inspect the Contractor’s products, services, and records to verify they are in accordance with the written quality control system and the Contract Documents.

1.2 QUALITY CONTROL 1.2.1 The Contractor shall perform the necessary activities to verify the requirements

specified in the Contract Documents are completed correctly and in their entirety.

SECTION 014005 – CONTRACTOR QA/QC: continued

014005-2 81799_014005

1.2.2 The Contractor shall document the completion of all quality control activities. 1.2.3 Minimum quality control activities associated with typical scope of work items

and specifications are defined in the Quality Control Checklists in Attachment A. The Contractor is required to perform the specified quality control activities and complete the associated Quality Control Checklist, as applicable for their scope of work.

1.2.4 If an appropriate Quality Control Checklists is not included in Attachment A then the Contractor shall develop an appropriate checklist.

1.2.5 The Contractor shall utilize report forms, in conjunction with the Quality Control Checklists, to document the results and/or status of required tests and inspections. Standard report forms are specified in Appendix B. The Contractor may substitute their form provided that it is equivalent and has been approved by the Owner.

1.2.6 The Contractor shall include the fully executed Quality Control Checklists and report forms with their project turnover documentation.

1.3 PREPARATORY MEETINGS 1.3.1 The Owner may require the Contractor QC personnel to attend a preparatory

meeting prior to starting any major work activity. The purpose of this meeting is to review the requirements and scope of work to obtain full agreement and understanding prior to starting work.

1.4 NONCONFORMANCE CONTROL 1.4.1 The Contractor is responsible for identifying and documenting all items of

nonconformance associated with their products or services, or that of any supplier or Subcontractor to the Contractor.

1.4.2 Items of nonconformance include the following: • Determination that completed work or services is not in compliance with

specification requirements. This does not generally include in-process inspections and tests, such as NDE, hydrostatic testing, etc., that are performed as part of the work.

• After the fact determination that a specified inspection, test, or other quality control activity was not performed or at the appropriate time or was performed incorrectly.

• Loss of quality records, or control of records. • Identification of completed work that is not in accordance with the

specification requirements specified in the Contract Documents. • Multiple or chronic errors of the same type that have been identified

during planned quality control activities but continue to occur. This represents a failure in the quality control system, or implementation thereof, to carry out corrective action in a timely manner.

• Any item that may adversely impact safety or operability unless repaired by a controlled process that has not been previously approved.

1.4.3 The Contractor is to prepare the Nonconformance Report using form CF-002, or equivalent. This report includes several items of information that generally occur over a period of time. The report form is therefore divided into the following sections that need to be completed as information is generated. Introduction This section includes identifying information associated with the organization responsible for the nonconformance. Section 1 – Identification of Nonconformance


014005-3 81799_014005

This section includes a description of the nonconformance and the associated requirement (i.e. how it should have been done). It will also include the name and signature of the responsible person from the organization reporting the nonconformance, and the date reported. Section 2 – Disposition of Nonconformance This section provides a means to specify the proposed disposition of the nonconformance along with a description of the necessary corrective action, if required. Disposition may be made as one of the following three options:

• Accept As Is • Accept pending completion and approval of corrective action. • Reject / Scrap

The proposed disposition and associated corrective action will generally be suggested by the Contractor. An authorized representative from Owner must approve the use of a disposition of “Accept As Is” or “Accept pending corrective … action”. Approval must be granted in writing and prior to either accepting the nonconformance out right or accepting it with the proposed corrective action. Section 3 – Acceptance of Corrective Action This section is used to record verification that corrective action, if required, was completed and accepted.

1.4.4 The Contractor is to provide a copy of the Nonconformance Report to the authorized OWNER representative upon completing Section 1 and additional copies after completing each of the remaining Sections.

1.4.5 The Contractor is to maintain a running log of all Nonconformance Reports generated on the project, including tracking the current status for each one. The log is to be kept up-to-date throughout the duration of the project. Use form CF-003, Nonconformance Report Log, or equivalent.

1.4.6 The Contractor shall include the fully executed Nonconformance Report Log and all Nonconformance Reports with their project turnover documentation.

1.5 WELDING CONTROL 1.5.1 The Contractor is responsible for controlling welding processes in accordance

with the Contract Documents. 1.5.2 The Contractor is to maintain a list of all welding personnel and their current

qualifications and certifications with expiration dates. 1.5.3 When specified in the Contract Documents or the applicable Quality Control

Checklists, the Contractor shall maintain a log of all welds made on the project including the location of the weld, welder identification, welding procedure, description of required testing, and testing results.

1.6 TESTING CONTROL 1.6.1 The Contractor is responsible for controlling testing processes in accordance with

the contract requirements. 1.6.2 The Contractor is responsible for maintaining a list of all testing personnel with

their current qualifications and certifications including expiration dates. 1.6.3 The Contractor shall prepare a list of all required tests and record when the test

was performed and the results. This list shall be updated on a regular basis. 1.7 MATERIAL CONTROL

1.7.1 The term material, as used herein, includes materials, equipment, parts, components, assemblies, etc.

1.7.2 The Contractor shall establish a system to document and control material receipt, status (accepted or rejected), jobsite transportation routes, storage location, maintenance requirements and activities, removal from storage, and material


014005-4 81799_014005

setting. The system will comply, as a minimum, with the requirements of this procedure and the Contract Documents. The Contractor shall submit the system to Owner for approval prior to receiving and storing material at the jobsite.

1.7.3 The Contractor shall receive and unload materials in accordance with the contract requirements and the requirements of this procedure (see Appendix C for specific types of materials and equipment).

1.7.4 The Contractor shall notify Owner prior to unloading any materials that are hazardous, radioactive, or may otherwise be unsafe.

1.7.5 Prior to releasing carriers of materials delivered to jobsites, the Contractor shall verify quantities received match the shipping papers and perform a general inspection of the materials and shipping containers to verify they are labeled or tagged appropriately and that no damage occurred during shipment. If acceptable, Contractor shall sign the shipping papers, retain one copy, and release the carrier. If unacceptable, the Contractor shall hold the carrier and immediately notify the Owner.

1.7.6 The Contractor shall complete a Material Receiving Report, form CF-004 or equivalent, for each material receipt. Contractor shall sign and date each report, attach the signed Bill of Lading, and promptly submit to Owner.

1.7.7 The Contractor shall document discrepancies with regard to the quantities and/or condition of the material receipt by completing a supplemental Overage, Shortage, and Damage Report, form CF-007 or equivalent. Contractor shall sign and date each report, obtain carrier’s signature, and promptly submit a copy to the carrier and Owner with the associated Material Receiving Report.

1.7.8 The Contractor shall maintain a Material Receiving Log, Form CF-005 or equivalent, as a consolidated record of all items received and the associated Material Receiving Report number.

1.7.9 The Contractor shall file any documentation received with the shipment such as storage requirements, installation instructions, drawings, and operating manuals. Documentation shall be turned over to Owner before the Contractor’s request for acceptance or as requested.

1.7.10 The Contractor shall store materials that are not immediately installed in accordance with the general requirements of this procedure and the requirements in Appendix C for specific types of materials and equipment.

1.7.11 The Contractor is responsible for the protection and security of materials in storage.

1.7.12 The Contractor shall maintain identification of all materials throughout storage. 1.7.13 The Contractor shall prepare laydown areas, and provide storage facilities when

specified in the Contract Documents. 1.7.14 The storage area must be situated in a location that provides adequate drainage of

water runoff or is otherwise prepared to account for surface water for storing and retrieving material.

1.7.15 Laydown areas must placed in areas that are free from overhead contaminates and will be accessible during future planned construction activities.

1.7.16 Material shall be stored in a facility or area suitable to the intended use of the material. Material designed to be used indoors shall be stored indoors. Material designed to be used in a climate controlled environment shall be stored in the same environment. Material designed to be used outdoors may generally be stored outdoors except smaller items will generally be kept indoors for security purposes.

1.7.17 The Contractor is responsible for verifying materials are properly prepared prior


014005-5 81799_014005

to being stored outside or in non-climate controlled environments. 1.7.18 Materials shall be stored in a manner that will prevent them from shifting or

falling and damaging the material or injuring personnel. 1.7.19 Materials received in boxes, crates, etc., shall be stored on pallets or skids. 1.7.20 Material stored in laydown areas shall be placed on cribbing or timbers to keep

from contacting mud, gravel, surface water, etc. 1.7.21 Weatherproof coverings for outdoor storage shall utilize waterproof, flame

resistant type sheeting. Sheeting widths are the maximum practical and, if necessary, widths may be built up by using waterproof taped splices. The sheeting is carefully placed and tied down to prevent moisture from entering the laps and to prevent wind damage to the coverings. The sheeting shall cover the top and sides of the equipment and be fastened securely around the base of the equipment.

1.7.22 The Contractor shall keep a log of all materials entered into and removed from storage including the time a date of entry and removal. The Contractor shall submit this log to the Owner on a monthly basis or as requested.

1.7.23 The Contractor shall maintain and preserve equipment during storage in accordance with the minimum requirements specified in Appendix C and additional requirements specified as manufacturer’s recommendations. The Contractor is responsible for obtaining and reviewing the manufacturer’s recommendations for all items. The Contractor shall notify the Owner in the event that manufacturer’s recommendations are not available.

1.7.24 The Contractor shall maintain a record of all maintenance activities performed for each equipment item, and submit the completed and/or updated records to the Owner on a Monthly basis or as requested.

1.8 SYSTEM ACCEPTANCE 1.8.1 The Contractor will complete the following activities prior to presenting systems

to the Owner for acceptance (unless a prior arrangement was made for joint final inspections):

• Fully execute and document all required activities within the Contractor’s scope of work. This will include completing the system applicable Quality Control Checklists, testing and examination reports, and logs.

• Make a final inspection of all work performed on the system, complete the associated documentation, and develop a punch list of any and all items that are incomplete or are not in accordance with project requirements at that time.

1.9 PROJECT TURNOVER DOCUMENTATION 1.9.1 The Contractor shall maintain and file all quality records at the jobsite including

Quality Control Checklists, test reports and records, nonconformance reports, weld logs, material certifications, etc.

1.9.2 The Contractor shall label and assemble all quality records into turnover packages by unit or area as specified in the Contract Documents.

1.9.3 The Contractor shall provide the complete turnover packages to the Owner prior to or at the time of completing their work.


014005-6 81799_014005

Procedure No. Quality Verification Checklists Rev SECTION - 1 SITE WORK

QVC-1.01 Checklist for Surveying 0

QVC-1.02 Checklist for Demolition 0

QVC-1.03 Checklist for Excavation and Backfill 0

QVC-1.05 Checklist for Plant Road and Vehicle Parking 0

QVC-1.08 Checklist for Piling 0

QVC-1.09 Checklist for Drilled Piers 1

SECTION - 2 CONCRETE

QVC-2.01 Checklist for Concreting 1

SECTION - 3 STRUCTURAL STEEL

QVC-3.01 Checklist for Structural Steel Erection 0

SECTION - 4 BUILDINGS

QVC-4.01 Checklist for Buildings 0

SECTION - 5 PIPING

QVC-5.01 Checklist for Underground Piping 0

SECTION - 7 EQUIPMENT SETTING

QVC-7.01 Checklist for Stationary Equipment 0

QVC-7.02 Checklist for Rotating Equipment 0

SECTION - 8 COATINGS

QVC-8.01 Checklist for Coatings Application 0

SECTION - 9 INSULATION, FIREPROOFING AND HEAT TRACE

QUALITY CONTROL REQUIREMENTS FOR CONTRACTORS

Appendix B – Quality Control Forms

014005-7 81799_014005

Form No. Construction Forms Rev SECTION - 0 GENERAL

CF-001 Notice of Acceptance 2

CF-002 Nonconformance Report 0

CF-003 Non-Conformance Report Log 0

CF-004 Material Receiving Report 0

CF-005 Material Receiving Log 0

CF-006 Signoff Contractor to Burns & McDonnell 3

CF-007 Receiving Overage, Shortage, and Damage Report 0

CF-008 Welding Conformance 0

CF-009 Master Punch list 0

CF-010 Equipment Maintenance Log 0

CF-011 Daily Field Report 2

CF-012 Drawing Control Audit 1

CF-013 Quality Performance Measurement System 2

CF-014 Inspection Matrix 0

SECTION - 1 SITE WORK

CF-101 Pier/Pile Installation Log 0

CF-102 Soils Log 0

CF-103 Authorization to Backfill Record 1

SECTION - 2 CONCRETE

CF-200 Concrete Placement Log 0

CF-201 Concrete Placement Application, Authorization, and Record 1

CF-202 Grout Placement Application, Authorization, and Record 2

SECTION - 3 STRUCTURAL STEEL

CF-301 Structural Steel Authorization and Acceptance Record 4

SECTION - 4 BUILDINGS

Use QVC-4.01 Checklist for Buildings

SECTION - 5 PIPING

CF-501 Piping Pressure Test Record 2

CF-502 System Line Tracker 0

CF-503 Holiday Test Record Log 3

CF-504 Tie-In Application, Authorization, and Record 1

SECTION - 6 ELECTRICAL

Electrical Forms current QV6.02-1a thru QV6.02-18

SECTION - 7 EQUIPMENT SETTING

CF-701 Equipment Installation Log 0

CF-702 Stationary Equipment Placement Application, Authorization, and Record 1

CF-703 Equipment Plumb Record 1

CF-704 Final Closing Authorization Record 2

CF-705 Rotating Equipment Placement Application, Authorization, and Record 1

CF-706 Coupling Alignment Record 1

SECTION - 8 COATINGS


014005-8 81799_014005

CF-801 Coating Record 1

SECTION - 9 INSULATION, FIREPROOFING AND HEAT TRACE

CF-901 Insulation Placement Application, Authorization, and Record 1

CF-902 Fireproofing Placement Application, Authorization, and Record 1

CF-904 Electric Tracing Placement Application, Authorization, and Record 1

SECTION - 10 SPECIAL PROCESSES

CF-1001 Weld Log / Traveler 0

CF-1002 Welder Qualification and Maintenance Log 0

CF-1003 Hot Tap Form 1

CF-1004 NDE Rejects 0

QUALITY CONTROL REQUIREMENTS FOR CONTRACTORS

Appendix C – Receiving, Storage, and Maintenance Requirements for Specific Types of Materials and Equipment

Item Receiving and Storage Maintenance

014005-9 81799_014005

All Items • Verify alloy materials were not shipped in contact with carbon steel.

• Do not store alloy materials in contact with carbon steel.

• Inspect coatings for shipping damage prior to unloading, when possible.

• Inspect flange faces or verify covers were in place to prevent damage during shipment.

• Verify nozzles beveled for field welds are protected.

• Verify individual items are marked or tagged as required.

• Verify items potentially subject to freezing temperatures are drained and sealed prior to storage.

• Verify on a continual basis that materials are stored in a manner that prevents contact with debris, ground water, etc.

• Verify on a continual basis that protective covers remain in place until installation.

• Verify on a continual basis that ferrous machined surfaces remain coated with rust preventative.

• Maintain internal purge with inert gas, when required.

• Continually check seals on items stored outside.

• Remove storage oils and lubricants and replace with the correct grade.

Pipe • Store on timbers or cribbing. • Store with pipe caps or closed ends.

Valves • Store all control and relief valves and other smaller general valves (< 4”) indoors.

• Store manually operated plug and ball valves in the open position and other types in the closed position.

• Store with actuators or wheel operators in the upright position.

Instruments • Store indoors in a climate controlled environment with desiccant in original sealed shipping containers.

Static Equipment (Pressure Vessels, Heat Exchangers, etc.)

• Verify interior is clean and dry. • Verify threaded openings are capped or

plugged. • Store large items outdoors off ground on

timbers.

Rotating Equipment • Inspect bearings for damage during transit. • Verify oil reservoirs are properly filled. • Verify equipment is prepared for long term

storage, when required. • For pumps with mechanical seals, fill

stuffing box with lubricating oil. • For pumps with service packing installed,

remove packing and repack with packing dipped in oil

• Check oil reservoir levels and rotate shafts at least 1 ¼ turns on a weekly basis or as recommended by the manufacturer.

• Verify Babbitt bearings are completely submerged in lubricant prior to rotating, when applicable.

• Use vapor phase inhibitor to minimize condensation. Identify openings used to introduce inhibitor for later removal prior to start-up.

• Spray internal packing with lubricating oil every two weeks.


014005-10 81799_014005

Reciprocating Equipment

• Coat exposed rods, eccentrics, plungers, and machined surfaces with rust preventative.

• Ensure non-lubricated type compressors with Teflon or carbon pistons or piston rings are kept sealed, purged, and pressurized. Do not add oil to non-lubricated type compressors.

• Turn crankcase 2 ½ turns and operate lubricators twice weekly.

• Operate manual priming pump, when installed, at least one minute twice weekly.

Motors • Loosen drain plugs in explosion proof and TEFC motors to allow accumulated moisture to drain.

• Remove brushes and store in a climate controlled area where condensation will not occur.

• Close conduit connections and protect with plastic plugs.

• Coat collector rings on A-C units with petroleum jelly.

• Measure and record insulation resistance values for each winding on motors equal to or greater than 600V. Record temperature and weather conditions at time of measurement.

• Six weeks before start-up, measure and record insulation resistance values for each winding on motors equal to or greater than 600V. Record temperature and weather conditions at time of measurement.

• For grease lubricated motors, inspect bearing grease at least every six months. If deteriorated, clean and repack bearings in accordance with manufacturer’s instructions.

Transformers • Store indoors in dust free area (except for units designed for outdoor operation).

• Cover bushings.

• For liquid filled units, monitor liquid level on a weekly basis.

• For gas blanketed units, monitor gas pressure on a weekly basis.

Electrical Equipment (Switchgear, Starters, Control Equipment, etc.)

• Store indoors unless units are furnished with weatherproof enclosures.

• Oil immersed equipment that is shipped dry shall be stored indoors.

• Provide aux. heaters, if necessary, and energize.

• Allow for adequate ventilation in order to prevent mildew and corrosion.

• Store free standing enclosed control equipment in the upright position.

• Check aux. heaters on a daily basis.


81799_014200 014200-1

SECTION 014200 - DEFINITIONS AND STANDARDS

PART 1 - GENERAL

1.01 SUMMARY: A. Definitions:

1. Basic contract definitions used in the Contract Documents are defined in Attachment A – Commercial Terms and Conditions of the Contract. Definitions and explanations are not necessarily either complete or exclusive, but are general for the Work.

2. General Requirements are the provisions or requirements of DIVISION 1 Sections, and which apply to the entire Work of the Contract.

B. Related Information Specified Elsewhere: Specification standards and associations applicable to the Work are specified in each Section.

1.02 SPECIFICATION FORMAT AND CONTENT EXPLANATIONS: A. Specification Format: The Specifications are organized into Divisions and Sections based on

the Construction Specifications Institute's (CSI) Section Format and MasterFormat numbering system. Some portions may not fully comply and no particular significance will be attached to such compliance or noncompliance. 1. Divisions and Sections: For convenience, a basic unit of Specification text is a "Section,"

each unit of which is numbered and named. These are organized with related Sections, into "Divisions," which are recognized as the present industry consensus on uniform organization and sequencing of Specifications. The Section title is not intended to limit meaning or content of Section, nor to be fully descriptive of requirements specified therein, nor to be an integral part of text.

2. Section Numbering: Used for identification and to facilitate cross-references in Contract Documents. Sections are placed in numeric sequence; however, numbering sequence is not complete, and listing of Sections in Table of Contents at beginning of the Project Manual must be consulted to determine numbers and names of Specification Sections in these Contract Documents.

3. Page Numbering: Numbered independently for each Section. Section number is shown with page number at bottom of each page, to facilitate location of text.

4. Parts: Each Section of Specifications generally has been subdivided into three basic "parts" for uniformity and convenience (PART 1 - GENERAL, PART 2 - PRODUCTS, and PART 3 - EXECUTION). These "Parts" do not limit the meaning of text within. Some Sections may not contain all three "Parts" when some are not applicable, or may contain more than three "Parts" to add clarity to organization of Section.

5. Underscoring of Titles: Used strictly to assist reader of Specification in scanning text for key words in content. No emphasis on or relative importance is intended except where underscoring may be used in body of text to emphasize a duty, critical requirement, or similar situation.

6. Project Identification: Project file number and identification are recorded at bottom of each page of Specifications to minimize possible misuse of Specifications, or confusion with other Project Specifications.

B. Specification Content: 1. These Specifications apply certain conventions in the use of language and the intended

meaning of certain terms, words, and phrases when used in particular situations or circumstances. These conventions are explained as follows: a. Imperative and Streamlined Language: These Specifications are written in

imperative and abbreviated form. This imperative language of the technical

SECTION 014200 - DEFINITIONS AND STANDARDS: continued

014200-2 81799_014200

Sections is directed at the Contractor, unless specifically noted otherwise. Incomplete sentences shall be completed by inserting "shall," "the Contractor shall," and "shall be," and similar mandatory phrases by inference in the same manner as they are applied to notes on the Drawings. The words "shall be" shall be supplied by inference where a colon (:) is used within sentences or phrases. Except as worded to the contrary, fulfill (perform) all indicated requirements whether stated imperatively or otherwise.

b. Specifying Methods: The techniques or methods of specifying requirements varies throughout text, and may include "prescriptive," "compliance with standards," "performance," "proprietary," or a combination of these. The method used for specifying one unit of Work has no bearing on requirements for another unit of Work.

c. Overlapping and Conflicting Requirements: Where compliance with two or more industry standards or sets of requirements is specified, and overlapping of those different standards or requirements establishes different or conflicting minimums or levels of quality, notify Engineer in writing for a decision, which Engineer will render in writing within a reasonable time.

d. Abbreviations: Throughout the Contract Documents are abbreviations implying words and meanings which shall be appropriately interpreted. Specific abbreviations have been established, principally for lengthy technical terminology and in conjunction with coordination of Specification requirements with notations on Drawings and in schedules. These are normally defined at first instance of use. Organizational and association names and titles of general standards are also abbreviated.

C. Assignment of Specialists: In certain instances, Specification text requires that specific Work be assigned to specialists in the operations to be performed. These specialists shall be engaged for performance of those units of Work, and assignments are requirements over which Contractor has no choice or option. These assignments shall not be confused with, and are not intended to interfere with, enforcement of building codes and similar regulations governing the Work, local trade and union jurisdictions, and similar conventions. Nevertheless, final responsibility for fulfillment of Contract requirements remains with Contractor.

D. Trades: Except as otherwise specified or indicated, the use of titles such as "carpentry" in Specification text, implies neither that the Work must be performed by an accredited or unionized tradesperson of corresponding generic name (such as "carpenter"), nor that specified requirements apply exclusively to work by tradespersons of that corresponding generic name.

1.03 DRAWING SYMBOLS: A. Except as otherwise indicated, graphic symbols used on Drawings are those symbols

recognized in the construction industry for purposes indicated. Refer instances of uncertainty to Engineer for clarification.

1.04 INDUSTRY STANDARDS: A. Applicability of Standards: Except where the Contract Documents include more stringent

requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents. Such standards are made a part of the Contract Documents by reference and are stated in each Section. 1. Referenced standards, referenced directly in Contract Documents or by governing

regulations, have precedence over nonreferenced standards which are recognized in industry for applicability to the Work.

SECTION 014200 - DEFINITIONS AND STANDARDS: continued

81799_014200 014200-3

2. Where compliance with an industry standard is required, the latest standard in effect at time of opening Bids shall govern.

3. Where an applicable code or standard has been revised and reissued after the effective date of the Contract and before performance of Work affected by the revision, Engineer will decide whether to issue a Change Order to proceed with the revised standard.

4. In every instance the quantity or quality level shown or specified shall be the minimum to be provided or performed. The actual installation may comply exactly, within specified tolerances, with the minimum quantity or quality specified, or it may exceed that minimum within reasonable limits. In complying with these requirements, indicated numeric values are minimum or maximum values, as noted, or appropriate for the context of the requirements. Refer instances of uncertainty to Engineer for a decision before proceeding.

5. Each entity engaged in construction on the Project is required to be familiar with industry standards applicable to that entity's construction activity. Copies of applicable standards are not bound with the Contract Documents. a. Where copies of standards are needed for performance of a required construction

activity, Contractor shall obtain copies directly from the publication source. B. Abbreviations and Names: Trade association names and titles of general standards are

frequently abbreviated. Where such acronyms or abbreviations are used in the Specifications or other Contract Documents, they mean the recognized name of the trade association, standards generating organization, authority having jurisdiction, or other entity applicable to the context of the text provision.


PART 3 - EXECUTION - Not Applicable END OF SECTION 014200

81799_015200 015200-1

SECTION 015200 - FIELD OFFICES AND SHEDS

PART 1 - GENERAL

1.01 SUMMARY: A. This Section includes requirements for temporary field offices and other structures required for

office and storage space required by Contractor. B. Related Work Specified Elsewhere:

1. Equipment and Materials: SECTION 016000. 2. Temporary Utilities and Facilities: SECTION 015600.

C. Use of Existing Facilities: 1. Existing facilities at the Site shall not be used for field offices.

D. Use of Permanent Facilities: 1. Permanent facilities when substantially completed shall not be used for field offices or

for storage.

PART 2 - PRODUCTS

2.01 FIELD OFFICES: A. General:

1. Provide trailers, mobile buildings, or buildings constructed with floors raised aboveground, with steps, landings, and railings at entrance doors.

2. Buildings shall be structurally sound, secure, and weathertight. 3. Provide appropriate type fire extinguishers at each office and storage area. 4. Maintain offices during progress of the Work.

B. Contractor's Office: 1. Provide a field office for Contractor's superintendent on the Site, if required by

Contractor’s operations. 2. It shall be of size required for general use, with lights, heat, furnishings, telephone

service, and other necessary facilities and utilities required by Contractor's operations.

2.02 STORAGE SHEDS AND TRAILERS: A. On Site:

1. Provide temporary buildings or trailers needed for storage of Equipment and Materials installed under this Contract.

2. Provide ventilation and heating as required by Equipment and Material stored. B. Off Site:

1. Advise Engineer of any arrangements made for storage of Equipment and Materials in a place other than Owner's Site. Furnish evidence of insurance coverage with Application for Payment as specified by the Contract Documents.

PART 3 - EXECUTION

3.01 LOCATION, INSTALLATION AND MAINTENANCE: A. General:

1. Place temporary buildings, trailers, and stored Materials in locations acceptable to Engineer.

2. Contractor is responsible for connection of trailer to on-site water, sewer and electric systems.

3. Install field offices and sheds to resist winds and elements of the locality where installed.

SECTION 015200 - FIELD OFFICES AND SHEDS: continued

015200-2 81799_015200

4. Remove when no longer needed at the Site or when Work is completed. 5. Keep approach walks free of leaves, mud, water, ice, or snow. 6. At completion of Work, remove temporary buildings and trailers, foundations (if any),

utility services, and debris. 7. Prepare ground or paved areas as required by Contractor’s operations.


81799_015300 015300-1

SECTION 015300 - TEMPORARY BARRIERS AND CONTROLS

PART 1 - GENERAL

1.01 SUMMARY: A. This Section includes General Requirements for:

1. Safety and protection of Work. 2. Safety and protection of existing property. 3. Barriers. 4. Security. 5. Environmental controls. 6. Access roads and parking areas. 7. Traffic control and use of roadways. 8. Railroad service.

B. Related Work Specified Elsewhere: 1. Temporary Utilities and Facilities: SECTION 015600.

PART 2 - PRODUCTS – NOT APPLICABLE

PART 3 - EXECUTION

3.01 SAFETY AND PROTECTION OF WORK AND PROPERTY: A. General:

1. Provide for the safety and protection of the Work and of Materials and Equipment to be incorporated therein, whether in storage on or off the Site. Provide protection at all times against rain, wind, storms, frost, freezing, condensation, or heat so as to maintain all Work and Equipment and Materials free from injury or damage. At the end of each day, all new Work likely to be damaged shall be appropriately protected.

2. Notify Engineer immediately at any time operations are stopped due to conditions which make it impossible to continue operations safely or to obtain proper results.

3. Construct and maintain all necessary temporary drainage and do all pumping necessary to keep excavations, floors, pits, trenches, manholes, and ducts free of water.

4. Protect floors from damage by proper covering and care when handling heavy equipment, painting, or handling mortar or other such materials. Use proper cribbing and shoring to prevent overloading of floors while moving heavy equipment. Provide metal pans under pipe-threading machines and clean such pans daily, keeping oil off floors. Restore floors to former condition where damaged or stained.

5. Concrete floors less than 28 Days old shall not be loaded without written permission from Engineer.

6. Restrict access to roofs except as required by the Work. Where access is required, provide protection with plywood, boards, or other suitable materials.

3.02 BARRIERS: A. General:

1. Furnish, install, and maintain suitable barriers as required to prevent public entry, to protect the public, and to protect the Work, existing facilities, trees, and plants from construction operations. Remove when no longer needed or at completion of Work.

2. Materials may be new or used, suitable for the intended purpose, but shall not violate requirements of applicable codes and standards or regulatory agencies.

SECTION 015300 - TEMPORARY BARRIERS AND CONTROLS: continued

015300-2 81799_015300

3. Barriers shall be of a neat and reasonable uniform appearance, structurally adequate for the required purposes.

4. Maintain barriers in good repair and clean condition for adequate visibility. Relocate barriers as required by progress of Work.

5. Repair damage caused by installation and restore area to original or better condition. Clean the area.

3.03 ENVIRONMENTAL CONTROLS: A. Dust Control:

1. Provide positive methods and apply dust control materials to minimize raising dust from construction operations; and to prevent airborne dust from dispersing into the atmosphere.

2. Schedule operations so that dust and other contaminants resulting from cleaning process will not fall on wet or newly-coated surfaces.

B. Water and Erosion Control: 1. Provide methods to control surface water to prevent damage to the Project, the Site, or

adjoining properties. 2. Plan and execute construction and earthwork by methods to control surface drainage from

cuts and fills, and from borrow and waste disposal areas, to prevent erosion and sedimentation. a. Hold the areas of bare soil exposed at one time to a minimum. b. Provide temporary control measures such as berms, dikes, and drains.

3. Control fill, grading, and ditching to direct surface drainage away from excavations, pits, tunnels, and other construction areas; and to direct drainage to proper runoff.

4. Provide, operate, and maintain hydraulic equipment of adequate capacity to control surface and groundwater.

5. Treat and dispose of surface runoff water in a manner to prevent flooding, erosion, sedimentation, or other damage to any portion of the Site or to adjoining areas, and in a manner acceptable to authorities having jurisdiction.

6. Provide temporary drainage where the roofing or similar waterproof deck construction is completed prior to the connection and operation of the permanent drainage piping system.

C. Debris Control and Clean-Up: 1. Keep the premises free at all times from accumulations of debris, waste materials, and

rubbish caused by construction operations and employees. Responsibilities shall include: a. Adequate trash receptacles about the Site, emptied promptly when filled. b. Periodic cleanup to avoid hazards or interference with operations at the Site and to

maintain the Site in a reasonably neat condition. c. The keeping of construction materials such as forms and scaffolding neatly stacked. d. Immediate cleanup to protect the Work by removing splattered concrete, asphalt,

oil, paint, corrosive liquids, and cleaning solutions from walls, floors, and metal surfaces before surfaces are marred.

2. Prohibit overloading of trucks to prevent spillages on access and haul routes. Provide periodic inspection of traffic areas to enforce requirements.

3. Final cleanup is specified in SECTION 017800 - CONTRACT CLOSEOUT.

SECTION 015300 - TEMPORARY BARRIERS AND CONTROLS: continued

81799_015300 015300-3

D. Pollution Control: 1. Provide methods, means, and facilities required to prevent contamination of soil, water,

or atmosphere by the discharge of hazardous or toxic substances from construction operations.

2. If indicated in contract drawings, provide equipment and personnel, perform emergency measures required to contain any spillages, and remove contaminated soils or liquids. Excavate and dispose of any contaminated earth off-Site in approved locations, and replace with suitable compacted fill and topsoil.

3. Take special measures to prevent harmful substances from entering public waters, sanitary, or storm sewers.

3.04 ACCESS ROADS AND PARKING AREAS: A. Existing On-Site Roads and Parking Areas:

1. Designated existing on-Site streets and parking facilities may be used for construction traffic. a. Maintain existing construction, and restore to original, better, or specified condition

at completion of Work. b. Do not allow heavy vehicles or construction equipment in parking areas.

2. Do not allow existing on-Site streets, parking facilities, or walks to be used for construction traffic, equipment, or personnel once new plant entrance road is completed.

3.05 TRAFFIC CONTROL AND USE OF ROADWAYS: A. Maintenance of Roadways:

1. Repair roads, walkways, and other traffic areas damaged by operations. Keep traffic areas as free as possible of construction materials and maintain in a manner to eliminate dust, mud, and hazardous conditions.

2. All operations and repairs shall meet the approval of owners or agencies having jurisdiction.


81799_015600 015600-1

SECTION 015600 - TEMPORARY UTILITIES AND FACILITIES

PART 1 - GENERAL

1.01 SUMMARY: A. This Section includes requirements of a temporary nature not normally incorporated into final

Work. It includes the following: 1. Utility services. 2. Construction and support facilities. 3. Construction aids.

B. Related Work Specified Elsewhere: 1. Temporary Barriers and Controls: SECTION 015300. 2. Field Offices and Sheds: SECTION 015200.

1.02 REFERENCES: A. American National Standards Institute (ANSI):

1. A10 Series - Safety Requirements for Construction and Demolition. B. National Electrical Contractors Association (NECA):

1. Electrical Design Library - Temporary Electrical Facilities. C. National Fire Protection Association (NFPA):

1. 10 - Portable Fire Extinguishers. 2. 70 - National Electrical Code. 3. 241 - Safeguarding Construction, Alterations, and Demolition Operations.

D. National Electrical Manufacturers Association (NEMA). E. Underwriters Laboratories (UL).

1.03 QUALITY ASSURANCE: A. Regulations: Comply with industry standards and applicable laws and regulations of

authorities having jurisdiction, including but not limited to: 1. Building Code requirements. 2. Health and safety regulations. 3. Utility company regulations. 4. Police, Fire Department, and rescue squad rules. 5. Environmental protection regulations.

B. Standards: 1. Comply with NFPA 10 and 241, and ANSI A10 Series standards "Temporary Electrical

Facilities." 2. Comply with NEMA, NECA, and UL standards and regulations for temporary electric

service. Install service in compliance with NFPA 70. C. Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary

utility before use. Obtain required certifications and permits.

1.04 PROJECT CONDITIONS: A. Temporary Utilities: Prepare a schedule indicating dates for implementation and termination

of each temporary utility. At the earliest feasible time, when acceptable to Owner, change over from use of temporary service to use of the permanent service.

B. Conditions of Use: Keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner. Take necessary fire prevention measures. Do not overload facilities, or permit them to interfere with progress. Do not allow hazardous, dangerous, unsanitary conditions, or public nuisances to develop or persist on the Site.

SECTION 015600 - TEMPORARY UTILITIES AND FACILITIES: continued

015600-2 81799_015600

PART 2 - PRODUCTS

2.01 MATERIALS AND EQUIPMENT: A. Provide new materials and equipment. If acceptable to Engineer, undamaged previously used

materials and equipment in serviceable condition may be used. Provide materials and equipment suitable for the use intended, of capacity for required usage, and meeting applicable codes and standards. Comply with requirements of DIVISIONS 2 through 48.

B. Electrical Outlets: Provide properly configured, NEMA-polarized outlets to prevent insertion of 110- to 120V plugs into higher voltage outlets. Provide receptacle outlets equipped with ground-fault circuit interrupters, reset button, and pilot light for connection of power tools and equipment.

C. Electrical Power Cords: Provide grounded extension cords. Use hard-service cords where exposed to abrasion and traffic. Provide waterproof connectors to connect separate lengths of electric cords if single lengths will not reach areas where construction activities are in progress. Do not exceed safe length-voltage ratio.

D. Lamps and Light Fixtures: Provide general service incandescent lamps of wattage required for adequate illumination. Provide guard cages or tempered-glass enclosures where exposed to breakage. Provide exterior fixtures where exposed to moisture.

E. Heating Units: Provide temporary heating units that have been tested and labeled by UL, FM, or another recognized trade association related to the type of fuel being consumed.

F. Fire Extinguishers: Provide hand-carried, portable, UL-rated, Class A fire extinguishers for temporary offices and similar spaces. In other locations, provide hand-carried, portable, UL-rated, Class ABC, dry-chemical extinguishers or a combination of extinguishers of NFPA-recommended classes for the exposures. Comply with NFPA 10 and NFPA 241 for classification, extinguishing agent, and size required by location and class of fire exposure.

PART 3 - EXECUTION

3.01 TEMPORARY UTILITIES: A. General:

1. Provide adequate utility capacity at each stage of construction. Prior to availability of temporary utilities at the Site, provide trucked-in services as required for start-up of construction operations.

2. Furnish, install, and maintain temporary utilities required for adequate construction, safety, and security. Modify, relocate, and extend systems as Work progresses. Repair damage caused by installation or use of temporary facilities. Remove on completion of Work or until service or facilities are no longer needed or are replaced by authorized use of completed permanent facilities.

3. The types of temporary construction utilities and facilities required include, but not by way of limitation, water distribution, drainage, dewatering equipment, enclosure of Work, heat, ventilation, electrical power distribution, lighting, hoisting facilities, stairs, ladders, and roads.

4. Inspect and test each service before placing temporary utilities in use. Arrange for required inspections and tests by governing authorities, and obtain required certifications and permits for use.

5. Materials used for temporary service shall not be used in the permanent system unless so specified or acceptable to Engineer.

B. Because of operational requirements, Owner may restrict or curtail Contractor's use of electric power, water, compressed air, and natural gas. If these utilities are critical to Contractor's


81799_015600 015600-3

operations and completion of the Contract on the agreed schedule, Contractor shall consider furnishing alternate sources for its own use. Restriction or curtailment of these utilities shall not be a basis for a claim against Owner or an extension of the agreed schedule.

3.02 TEMPORARY ELECTRICITY AND LIGHTING: A. Use of Existing System:

1. Owner will provide limited provisions for temporary electricity at a central location. Contractor shall provide means for distributing electricity as necessary to complete the Work. When temporary service is not available, Contractor shall provide portable generators as is necessary to complete the work.

2. Owner to pay for usage cost during construction. B. Use of Permanent System:

1. Prior to use of permanent system for construction purposes, obtain written permission of Owner.

2. Maintain permanent system as specified for temporary facilities.

3.03 TEMPORARY WATER: A. Use of Existing System:

1. Owner will provide limited provisions for connection to the existing system for temporary water.

2. Contractor is responsible for connecting to existing system (including construction trailer).

3. Owner to pay for usage cost during construction. B. Use of Permanent System:

1. Prior to use of permanent system for construction purposes, obtain written permission of Owner.

2. Prior to Use of System for Drinking Water: a. Disinfect piping. b. Obtain inspection and approval of governing authority.

3.04 TEMPORARY GAS: A. Use of Existing System:

1. Owner will not provide limited provisions for connection to the existing system for temporary natural gas. Contractor to inform Owner Prior to starting work if natural gas is required to perform the Work.

3.05 TEMPORARY SANITARY FACILITIES: A. Contractor to provide temporary sanitary facilities for Contractor’s use. B. Use of Existing Facilities:

1. Owner will not provide connection to sanitary system for construction use. Contractor is responsible for providing sanitary facilities for construction use.

C. Use of Permanent Facilities: 1. Owner restrooms shall not be used by construction personnel.

3.06 TEMPORARY CONSTRUCTION AIDS: A. General:

1. Provide construction aids and equipment required by personnel and to facilitate the execution of the Work; scaffolds, staging, ladders, stairs, ramps, runways, platforms, railings, hoists, cranes, chutes, and other such facilities and equipment.


015600-4 81799_015600

2. Materials may be new or used, must be suitable for the intended purpose, and meet the requirements of applicable codes, regulations, and standards.

3. When permanent stair framing is in place, provide temporary treads, platforms, and railings for use by construction personnel.

3.07 INSTALLATION AND REMOVAL: A. Relocation: Relocate construction aids as required by progress of construction, storage

limitations, or Work requirements and to accommodate requirements of Owner and other contractors at the Site.

B. Removal: Remove temporary materials, equipment, and services when construction needs can be met and allowed by use of permanent construction, or at completion of the Project.

C. Repair: Clean and repair damage caused by installation or by use of temporary facilities. 1. Remove foundations and underground installations for construction aids.


81799_016001 016001-1

SECTION 016001 - EQUIPMENT AND MATERIALS

PART 1 - GENERAL

1.01 SUMMARY: A. This SECTION includes general requirements for transportation and handling, delivery,

storage, and protection of Supplier-furnished Equipment and Materials. B. Related SECTIONS:

1. Submittals: SECTION 013301.

1.02 DEFINITIONS: A. Terms used in this SECTION are not intended to negate the meaning of other terms used in

the Contract , including such terms as "systems," "structures," "finishes," "accessories," "furnishings," "special construction," and similar terms. Such terms are self-explanatory and have recognized meanings in the construction industry.

1.03 QUALITY ASSURANCE: A. Equipment and Material incorporated into the Work:

1. Conform to the Specifications and applicable codes, standards, and requirements of regulatory agencies.

2. Provide Products that comply with the requirements of the Contract, undamaged and, unless otherwise indicated, new and unused at the time of installation. Provide Products that are complete with all accessories, trim, finish, safety guards, and other devices and details needed for a complete installation and for the intended use and effect. a. Standard Products: Where they are available and comply with the Specifications,

provide standard Products of types that have been produced and used successfully in similar situations on other projects.

b. Continued Availability: Where, because of the nature of its application, Owner is likely to need replacement parts or additional amounts of a product at a later date, either for maintenance and repair or replacement, provide standard Products for which the manufacturer has published assurances that the products and its parts are likely to be available to Owner at a later date.

3. Comply with size, make, type, and quality specified, or as specifically approved in writing by Owner.

4. Manufactured and Fabricated Products: a. Design, fabricate, and assemble in accordance with the applicable standard trade,

engineering, and shop practices. b. Manufacture like parts of duplicate units to standard sizes and gages, to be

interchangeable. c. Two or more items of the same kind shall be identical, by the same manufacturer. d. Equipment and Material shall be suitable for service conditions intended. e. Equipment capacities, sizes, and dimensions shown or specified shall be adhered to

unless variations are specifically approved in writing by Owner. 5. Do not use Material or Equipment for any purpose other than that for which it is designed

or is specified. B. Nameplates: Except for required labels and operating data, do not attach or imprint

manufacturer's or producer's nameplates or trademarks on exposed surfaces of products that will be exposed to view in occupied spaces or on the exterior. 1. Labels: Locate required product labels and stamps on concealed surfaces or, where

required for observation after installation, on accessible surfaces that are not conspicuous.

SECTION 016001 - EQUIPMENT AND MATERIALS: Continued

016001-2 81799_016001

2. Equipment Nameplates: Provide a permanent nameplate on each item of service-connected or power-operated Equipment. Locate on an easily accessible surface that is inconspicuous in occupied spaces. The nameplate shall contain the following information and other essential operating data: a. Name of product and manufacturer including address and telephone number. b. Model and serial number. c. Capacity. d. Speed. e. Ratings.

C. Electronic Equipment Compliance: 1. Supplier warrants that all equipment, devices, items, systems, software, hardware, or

firmware provided shall properly, appropriately, and consistently function and accurately process date and time data (including without limitation: calculating, comparing, and sequencing). This warranty supersedes anything in the Contract which might be construed inconsistently. This warranty is applicable whether the equipment, device, item, system, software, hardware, or firmware is specified with or without reference to a manufacturer's name, make, or model number.

1.04 TRANSPORTATION AND HANDLING: A. Shipment Preparation:

1. Supplier shall prepare Equipment and Materials for shipment in a manner to facilitate unloading and handling, and to protect against damage or unnecessary exposure in transit and storage. Provisions for protection shall include the following: a. Crates or other suitable packaging materials. b. Covers and other means to prevent corrosion, moisture damage, mechanical injury,

and accumulation of dirt in motors, electrical equipment, and machinery. c. Suitable rust-preventive compound on exposed machined surfaces and unpainted

iron and steel. d. Grease packing or oil lubrication in all bearings and similar items.

B. Marking: Tag or mark each item of Equipment and Material as identified in the delivery schedule or on Submittals and include complete packing lists and bills of material with each shipment. Each piece of every item need not be marked separately provided that all pieces of each item are packed or bundled together, and the packages or bundles are properly tagged or marked.

C. Bills of Material: Supplier shall mail bills of material to Engineer prior to delivery of each shipment and shall include bills of material with each shipment.

D. Delivery: 1. Furnish Engineer all requirements for unloading and handling of Equipment and

Materials upon delivery sufficiently in advance to allow installing contractor sufficient preparation time. Include type and capacity of unloading equipment required as applicable.

2. Deliver Equipment and Materials in an undamaged condition, in original containers or packaging, with identifying labels intact and legible.

3. Mark partial deliveries of component parts to identify the Equipment or Material, to permit easy accumulation of parts, and to facilitate assembly.

E. Receipt and Unloading: 1. Deliver all Equipment and Materials complete with packing lists and bills of material.

Installing contractor will furnish receipts to shipper upon delivery.

SECTION 016001 - EQUIPMENT AND MATERIALS: continued

81799_016001 016001-3

2. Installing contractor will receive, check, unload, inventory, accept, and store all Equipment and Materials delivered to the Point of Delivery in accordance with proper notice. Installing contractor will report any damage to prior to or during unloading and notify Owner’s Site Representative of any shortage at time of delivery. Owner’s Site representative will verify such reports and so notify Supplier.

1.05 STORAGE AND PROTECTION: A. Storage Requirements:

1. Furnish Engineer all requirements for storage and protection of all Equipment and Materials with notice of shipment, to allow installing contractor sufficient preparation time.

2. Installing contractor will furnish all facilities needed for storage of Equipment at the Project Site.

3. Installing contractor will assume responsibility for and protect all Equipment in accordance with Supplier's recommendations.

PART 2 - PRODUCTS - Specified in applicable Sections.

PART 3 - EXECUTION - Not Applicable.


81799_017800 017800-1

SECTION 017800 - CONTRACT CLOSEOUT

PART 1 - GENERAL

1.01 SUMMARY: A. This Section includes administrative and procedural requirements for Contract closeout

including, but not limited to, the following: 1. Inspection procedures. 2. Project record document submittal. 3. Instruction book and operating manual submittal. 4. Submittal of warranties. 5. Final cleaning.

B. Closeout requirements for specific construction activities are included in the appropriate Sections of the Specifications.

C. Related Work Specified Elsewhere: 1. Prerequisites to Substantial Completion and Final Acceptance: RUS Form 200. 2. Submittals: SECTION 013300. 3. Warranties: Contract Attachment A Section 9

1.02 SUBSTANTIAL COMPLETION: A. Preliminary Procedures: Before requesting inspection for certification of Substantial

Completion, complete the following. List exceptions in the request. 1. In the Application for Payment that coincides with, or first follows, the date Substantial

Completion is claimed, show 100% completion for the portion of the Work claimed as Substantially Complete. a. Include supporting documentation for completion as indicated in these Contract

Documents and a statement showing an accounting of changes to the Contract Price. b. If 100% completion cannot be shown, include a list of incomplete items, the value

of incomplete Work, and reasons the Work is not complete. 2. Advise Owner of pending insurance changeover requirements. 3. Submit specific warranties, workmanship Bonds, maintenance agreements, final

certifications, and similar documents. 4. Obtain and submit releases enabling Owner unrestricted use of the Work and access to

services and utilities. Include occupancy permits, operating certificates, and similar releases.

5. Deliver tools, spare parts, extra stock, and similar items. 6. Make final changeover of permanent locks and transmit keys to Owner. Advise Owner's

personnel of changeover in security provisions. 7. Complete start-up testing of systems and instruction of Owner's operation and

maintenance personnel. Discontinue and remove temporary facilities from the Site, along with mockups, construction tools, and similar elements.

B. Inspection Procedures: On receipt of a request for inspection, Engineer will either proceed with inspection or advise Contractor of unfilled requirements. Engineer will prepare the Certificate of Substantial Completion following inspection or advise Contractor of construction that must be completed or corrected before the certificate will be issued. 1. Engineer will repeat inspection when requested and assured by Contractor that the Work

is Substantially Complete. 2. Results of the completed inspection will form the basis of requirements for final

acceptance.

SECTION 017800 - CONTRACT CLOSEOUT: continued

017800-2 81799_017800

1.03 FINAL ACCEPTANCE: A. Preliminary Procedures: Before requesting final inspection for certification of final acceptance

and final payment, complete the following. List exceptions in the request. 1. Complete final cleanup requirements, including touchup painting. 2. Touch up and otherwise repair and restore marred, exposed finishes. 3. Submit record drawings, instruction books and operating manuals, final project

photographs, damage or settlement surveys, property surveys, and similar final record information.

4. Submit the final payment request with releases and supporting documentation not previously submitted and accepted. Include insurance certificates for products and completed operations where required.

5. Submit an updated final statement, accounting for final additional changes to the Contract Price.

6. Submit a certified copy of Engineer's final inspection list of items to be completed or corrected, endorsed and dated by Engineer. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance and shall be endorsed and dated by Engineer.

7. Submit final meter readings for utilities, a measured record of stored fuel, and similar data as of the Date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work.Submit consent of surety to final payment.

8. Submit evidence of final, continuing insurance coverage complying with insurance requirements.

9. Submit a final liquidated damages settlement statement. B. Reinspection Procedure: Engineer will reinspect the Work upon receipt of notice that the

Work, including inspection list items from earlier inspections, has been completed, except for items whose completion is delayed under circumstances acceptable to Engineer. 1. Upon completion of reinspection, Engineer will prepare a certificate of final acceptance.

If the Work is incomplete, Engineer will advise Contractor of Work that is incomplete or of obligations that have not been fulfilled but are required for final acceptance.

2. If necessary, reinspection will be repeated.

1.04 RECORD DOCUMENT SUBMITTALS: A. General: Do not use record documents for construction purposes. Protect record documents

from deterioration and loss in a secure, fire-resistant location. Provide access to record documents for Engineer's reference during normal working hours.

B. Record Drawings: Maintain a clean, undamaged set of blue or black line white-prints of Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark which drawing is most capable of showing conditions fully and accurately. Where Shop Drawings are used, record a cross-reference at the corresponding location on the Contract Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date. 1. Record information concurrently with construction progress. 2. Mark record sets with red erasable pencil. Use other colors to distinguish between

variations in separate categories of the Work. Mark each document "PROJECT RECORD" in neat, large, printed letters.

3. Mark new information that is important to Owner but was not shown on Contract Drawings or Shop Drawings.

4. Note related Change Order numbers where applicable.


81799_017800 017800-3

5. Organize record drawing sheets into manageable sets. Bind sets with durable-paper cover sheets; print suitable titles, dates, and other identification on the cover of each set.

6. Upon completion of the Work, submit record drawings to Engineer for Owner's records. 7. Include the following:

a. Depths of various elements of foundation in relation to finish first floor datum. b. Horizontal and vertical locations of underground utilities and appurtenances,

referenced to permanent surface improvements. c. Location of internal utilities and appurtenances concealed in the construction,

referenced to visible and accessible features of construction. d. Where Submittals are used for mark-up, record a cross-reference at corresponding

location on Drawings. e. Field changes of dimension and detail. f. Changes made by Change Order or other Modifications. g. Details not on original Contract Drawings.

C. Record Specifications: Maintain one complete copy of the Project Manual including Addenda. Include with the Project Manual one copy of other written construction documents, such as Change Orders and Modifications issued in printed form during construction. 1. Mark these documents to show substantial variations in actual Work performed in

comparison with the text of the Specifications and modifications. 2. Give particular attention to substitutions and selection of options and information on

concealed construction that cannot otherwise be readily discerned later by direct observation.

3. Note related record drawing information and product data. 4. Upon completion of the Work, submit record Specifications to Engineer for Owner's

records. 5. Include the following:

a. Manufacturer, trade name, catalog number, and Supplier of each product and item of Equipment actually installed, particularly optional and substitute items.

b. Changes made by Addendum, Change Order, or other Modifications. c. Related Submittals.

D. Record Product Data: Maintain one copy of each product data Submittal. Note related Change Orders and markup of record drawings and specifications. 1. Mark these documents to show significant variations in actual Work performed in

comparison with information submitted. Include variations in products delivered to the Site and from the manufacturer's installation instructions and recommendations.

2. Give particular attention to concealed products and portions of the Work that cannot otherwise be readily discerned later by direct observation.

3. Upon completion of markup, submit complete set of record product data to Engineer for Owner's records.

E. Record Samples Submitted: Immediately prior to Substantial Completion, Contractor shall meet with Engineer and Owner's personnel at the Project Site to determine which Samples are to be transmitted to Owner for record purposes. Comply with Owner's instructions regarding packaging, identification, and delivery to Owner.

F. Miscellaneous Record Submittals: Refer to other Specification Sections for requirements of miscellaneous record keeping and Submittals in connection with actual performance of the Work. Immediately prior to the date or dates of Substantial Completion, complete miscellaneous records, and place in good order. Identify miscellaneous records properly and bind or file, ready for continued use and reference. Submit to Engineer for Owner's records.


017800-4 81799_017800

G. Instruction Books and Operating Manuals: Organize operation and maintenance data into suitable sets of manageable size as specified in SECTION 013300.

H. Electronic Documentation: 1. None

I. Warranties and Bonds: Specified in RUS Form 200 and SECTION 013300.

1.05 SPARE PARTS: A. Products Required:

1. Provide to Owner the quantities of products, spare parts, maintenance tools, and maintenance Materials specified in individual Sections, in addition to that required for completion of Work.

2. Products shall be identical to those installed in the Work. Include quantities required from Supplier or manufacturer of original purchase to avoid variations in manufacture.

B. Storage, Maintenance: 1. Coordinate with Owner. Deliver and unload spare products to Owner at Project Site and

obtain receipt prior to final payment. 2. For portions of the Work accepted and occupied by Owner prior to Substantial

Completion, deliver the applicable spare products to Owner at time of acceptance. Obtain receipt.

3. Maintain spare products in original containers with labels intact and legible, until delivery to Owner.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.01 CLOSEOUT PROCEDURES: A. Operation and Maintenance Instructions: Arrange for each installer of Equipment that requires

regular maintenance to meet with Owner's personnel at Project Site to provide instruction in proper operation and maintenance. Provide instruction by manufacturer's representatives if installers are not experienced in operation and maintenance procedures. Include a detailed review of the following items: 1. Instruction books and operating manuals. 2. Record documents. 3. Spare parts and Materials. 4. Tools. 5. Lubricants. 6. Fuels. 7. Identification systems. 8. Control sequences. 9. Hazards, hazardous chemicals data sheets. 10. Cleaning. 11. Warranties and bonds. 12. Maintenance agreements and similar continuing commitments.

B. As part of instruction for operating Equipment, demonstrate the following procedures: 1. Start-up. 2. Shutdown. 3. Emergency operations. 4. Noise and vibration adjustments. 5. Safety procedures.


81799_017800 017800-5

6. Economy and efficiency adjustments. 7. Effective energy utilization.

3.02 FINAL CLEANING: A. General: Contractor shall keep the Site premises free from accumulations of waste Materials,

rubbish, and other debris resulting from the Work. Regular Site cleaning is included in SECTION 015300.

B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to the condition expected in a normal, commercial building cleaning and maintenance program. Comply with manufacturer's instructions. 1. Complete the following cleaning operations before requesting inspection for certification

of Substantial Completion. a. Remove labels that are not permanent labels. b. Clean transparent Materials, including mirrors and glass in doors and windows.

Remove glazing compounds and other substances that are noticeable, vision-obscuring Materials. Replace chipped or broken glass and other damaged transparent Materials.

c. Clean exposed exterior and interior hard-surfaced finishes to a dust-free condition, free of stains, films, and similar foreign substances. Restore reflective surfaces to their original condition. Clean concrete floors to a "broom clean" condition. Vacuum carpeted surfaces.

d. Wipe surfaces of mechanical and electrical Equipment. Remove excess lubrication and other substances. Clean plumbing fixtures to a sanitary condition. Clean light fixtures and lamps.

e. Remove debris and surface dirt from limited-access spaces including roofs, plenums, shafts, trenches, Equipment vaults, manholes, and similar spaces.

f. Clean the Site, including landscape development areas, of rubbish, litter, and other foreign substances. Sweep paved areas broom clean; remove stains, spills, and other foreign deposits. Rake grounds that are neither paved nor planted to a smooth, even-textured surface.

g. Clean and polish plumbing fixtures to a sanitary condition, free of stains including those resulting from water exposure.

h. Clean light fixtures and lamps so as to function with full efficiency. 2. Remove temporary structures, tools, Equipment, supplies, and surplus Materials. 3. Remove temporary protection devices and facilities which were installed to protect

previously completed Work. 4. Special Cleaning: Cleaning for specific units of Work is specified in applicable Sections

of Specifications. C. Removal of Protection: Remove temporary protection and facilities installed for protection of

the Work during construction. D. Compliance: Comply with regulations of authorities having jurisdiction and safety standards

for cleaning. Do not burn waste Materials. Do not bury debris or excess Materials on the Owner's property. Do not discharge volatile, harmful, or dangerous Materials into drainage systems. Remove waste Materials from the Site and dispose of lawfully. 1. Extra Materials of value remaining after completion of associated Work become Owner's

property. Dispose of these Materials as directed by Owner. E. Repairs:

1. Repair damaged protective coated surfaces.


017800-6 81799_017800

2. Repair roads, walks, fences, and other items damaged or deteriorated because of construction operations.

3. Restore all ground areas affected by construction operations.


DIVISION 26 – ELECTRICAL

SECTION 260000 – GENERAL REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY: A. This Section applies to the complete installation of power, control, instrumentation, wiring,

lighting, and other electrical systems specified in all other Sections of DIVISION 26 and DIVISION 33. In general, work includes, but is not limited to, the following: 1. Installation of wiring connections to Equipment specified in DIVISION 26 and all other

Divisions of these Specifications unless indicated otherwise. 2. Installation of wiring connections to Equipment furnished by Owner.

1.2 RELATED REQUIREMENTS:

A. All other Sections of DIVISION 26 and DIVISION 33. 1.3 RELATED DOCUMENTS:

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and DIVISION 01 Specification Sections, apply to this Section.

1.4 REFERENCE STANDARDS:

A. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated.

B. As specified in each applicable Section, DIVISION 26 C. National Fire Protection Association (NFPA):

1. 70 - National Electrical Code (NEC). D. Underwriter's Laboratories, Inc. (UL).

1. 1277 - UL Standard for Safety Electrical Power and Control Tray Cables with Optional Optical-Fiber Members.

1.5 SUBMITTALS:

A. As specified in each applicable Sections, DIVISION 26 and DIVISION 33. PART 2 - PRODUCTS

2.1 GENERAL: A. All Equipment and Materials shall be in accordance with the National Electrical Code (NEC). B. All cable conductor terminations shall be UL listed for 90ºC conductors, unless specified

otherwise in other Sections of DIVISION 26 and DIVISION 33. All terminations supplied by the Equipment manufacturer shall be UL listed at a temperature rating that is not less than the Equipment temperature rating.

2.2 SYSTEMS TO BE INSTALLED:

A. Below grade conduit systems. B. Above grade grounding systems. C. Above grade conduit systems.

81799_8440_260000 260000- 1

SECTION 260000 – GENERAL REQUIREMENTS: continued

PART 3 - EXECUTION

3.1 INSTALLATION: A. As specified in each applicable Sections, DIVISION 26 and DIVISION 33. B. All work shall be in accordance with the National Electrical Code (NEC). C. Where Equipment motor horsepower sizes and/or kilowatt sizes are indicated as approximate

for Equipment furnished and installed by this Contract and a different size is installed, Contractor shall furnish and install the following at no additional cost to Owner. 1. The proper size of motor starter or contactor and appurtenances. 2. Fuses or circuit breakers as indicated. 3. Wire and conduit sized for the Equipment.

3.2 TESTING:

A. Test all electrical Equipment upon completion of installation to ensure that the Equipment operates satisfactorily and to conform to Contract Documents.

B. Furnish temporary power sources of proper type for testing purposes when normal supply is not available at the time of testing.

3.3 COORDINATION AND SCHEDULING:

A. Coordinate Electrical installation with other trades to avoid interference with exposed conduit, lighting fixtures, or other Equipment until all piping, pipe hangers, ducts, and Equipment which is located above or behind has been installed, unless release is given in specific cases by Engineer.

B. Coordinate installation of Equipment and wiring with the established construction schedule. C. Provide temporary platforms and handrails as required to allow installation of electrical

components and raceway systems. END OF SECTION 260000

260000- 2 81799_8440_260000

81799_8440_260504

260504-1

SECTION 260504 - WIRE, CABLE AND ACCESSORIES

PART 1 - GENERAL

1.1 SUMMARY: A. This Division includes furnishing and installing (including terminations) of all electrical wire,

cable, and accessories. B. Definition: Burns & McDonnell type designations such as "PRN1," "CEN1," and "SRN2,"

indicated or specified are for identification only and are not intended to correspond to any trade designation.

C. Related Work Specified Elsewhere: 1. All other Sections of DIVISION 26 and DIVISION 33.

1.2 REFERENCES:

A. Applicable Standards (conform to all standards applicable to each item utilized) shall be latest revisions, supplements, and amendments to the following: 1. American Society for Testing and Materials (ASTM):

a. B3 – Standard Specification for Soft or Annealed Copper Wire. b. B8 - Standard Specification for -Lay-Stranded Copper Conductors, Hard, Medium-

Hard, or Soft. c. B33 - Standard Specification for Tin Coated Soft or Annealed Copper Wire for

Electrical Purposes. d. B172 - Standard Specification for Rope-Lay-Stranded Copper Conductors Having

Bunch-Stranded Members, for Electrical Conductors. e. B189 - Standard Specification for Lead-Coated and Lead-Alloy-Coated Soft Copper

Wire for Electrical Purposes. 2. Association of Edison Illuminating companies (AEIC):

a. G5 - Underground Extruded Power Cable Pulling Guide. 3. Institute of Electrical and Electronics Engineers (IEEE):

a. 48 - Test Procedures and Requirements for Alternating-Current Cable Terminations used on Shielded Cables having Laminated Insulation Rated 2.5kV through 765kV or Extruded Insulation Rated 2.5kV through 500kV.

b. 383 - Standard for Qualifying Class IE Electric Cables and Field Splices for Nuclear Power Generating Stations.

c. 404 - Standard for Extruded and Laminated Dielectric Cable Joints Rated 2.5 Through 500kV.

d. 1202 – Standard for Flame-Propagation Testing of Wire and Cable. e. 1210 – Standard Tests for Determining Compatibility of Cable-Pulling Lubricants

with Wire and Cable. 4. Insulated Cable Engineers Association (ICEA):

a. ICEA S-93-639 - 5-46kV Shielded Power Cable for use in the Transmission and Distribution of Electrical Energy.

b. ICEA S-94-649 - Concentric Neutral Cables Rated 5 through 46kV. c. ICEA S-95-658 - Power Cables Rated 2,000 Volts or Less for the Distribution of

Electrical Energy. d. ICEA S-95-659 - Standard for Non-shielded Cables Rated 2001-5001v for use in

the Distribution of Electrical Energy. e. ICEA S-97-682Standard for Utility Shielded Power Cables Rated 5 through 46kV.

260504-2 81799_8440_260504

SECTION 260504 - WIRE, CABLE AND ACCESSORIES: continued

f. ICEA S-108-720 Extruded Insulation Power Cable Rated Above 46 through 345kV. 5. National Fire Protection Association (NFPA):

a. 70 - National Electrical Code. 6. Underwriters Laboratory (UL):

a. 13 – UL Standard for Safety Power-Limited Circuit Cables. b. 44 - UL Standard for Safety Thermoset-Insulated Wires and Cables. c. 83 - UL Standard for Safety Thermoplastic-Insulated Wires and Cables. d. 854 - UL Standard for Safety Service-Entrance Cables. e. 1072 - UL Standard for Safety Medium-Voltage Power Cables. f. 1277 - UL Standard for Safety Electric Power and Control Tray Cables with

Optional Optical-Fiber Members. g. 1581 - UL Standard for Safety Reference Standard for Electrical Wires, Cables, and

Flexible Cords. 7. Fiber-Optic Cable (In addition to the above references):

a. Electric Industry Association (EIA): (1) EIA-455-25A - Repeated Impact Testing of Fiber Optic Cables and Cable

Assemblies. (2) EIA-455-30A - Frequency Domain Measurement of Multimode Optical

Fiber Information Transmission Capacity. (3) EIA-455-33A - Fiber Optic Cable Tensile Loading and Bending Test. (4) EIA-455-41 - Compressive Loading Resistance of Fiber Optic Cables. (5) EIA/TIA-455-46A - Spectral Attenuation Measurement for Long-length,

Graded-Index Optical Fibers. (6) EIA/TIA-455-47A - Output Farfield Radiation Pattern Measurement. (7) EIA-455-104 - Fiber Optic Cable Cyclic Flexing Test. (8) EIA/TIA-RS-359A - Color Coding of Fiber Optic Cables.

1.3 SUBMITTALS:

A. Submit as specified in Division 1. B. Include, but are not limited to, the following:

1. Data sheets for each wire and cable type specified. 2. Data sheets for wire and cable accessories. 3. Cable manufacturer's approved splicing and terminating materials. 4. Cable manufacturer's approved pulling compounds. 5. Cable manufacturer's installation requirements such as maximum pulling tensions,

sidewall pressures, minimum bending radii, etc. 6. Other equipment and materials to be used. 7. Wire and cable purchase orders (pricing information not required).

1.4 QUALITY ASSURANCE:

A. Factory Tests: 1. Factory tests shall be conducted on wire and cable as specified on each individual Wire

and Cable Specification Sheet contained in this Section. 2. Wire and cable certification sheets shall be submitted to the Owner’s Representative as

specified on each individual wire and cable specification sheet and in accordance with requirements in Division 1.

B. The Contractor shall furnish equipment and materials meeting the specified ratings and performance at the altitude and ambient temperature specified.

81799_8440_260504

260504-3


PART 2 - PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS: A. Wire and Cable:

1. American Insulated Wire 2. General Cable 3. Okonite 4. Prysmian Cable 5. Rockbestos-Suprenant 6. Southwire

B. Wire and Cable Accessories: 1. Control, Instrument and Specialty Cable Connectors:

a. AMP Special Industries. b. Burndy. c. Panduit Corporation. d. Thomas and Betts Company, Inc.

2. Cable Ties: a. AMP Special Industries. b. Avery Dennison Manufacturing Company. c. Panduit Corporation. d. Thomas and Betts Company, Inc. e. Minnesota Mining and Manufacturing (3M).

3. Modular Blocks: a. Entrelec. b. Phoenix Contact. c. Weidmuller.

4. Terminal Blocks: a. General Electric. b. Connectron. c. Stanwick Electrical Products Company. d. States Company.

5. Cable Identification Tags: a. Allen Marking Products, Kansas City, Missouri. b. Floy Tag and Manufacturing, Seattle, Washington. c. Panduit Corporation. d. Specialty Products Company, Rock Hill, South Carolina.

2.2 WIRE AND CABLE:

A. The Cable Schedule defines size and end points of each wire or cable (excluding lighting, intercom, convenience power and grounding cables).

Coffeeville Cables List Cables Description Type From To Length (FT)

1 CT1 4/C#10 69KV BKR Control Room 150 2 CT2 4/C#10 69KV BKR Control Room 150 3 Bkr DC 2/C#6 69KV BKR Control Room 150 4 Bkr AC 4/C#6 69KV BKR Control Room 150 5 Trip+ 2/C#6 69KV BKR Control Room 150

260504-4 81799_8440_260504


6 Close 4/C#6 69KV BKR Control Room 150 7 Bkr Control 12/C#12 69KV BKR Control Room 150 8 Bkr Control 12/C#12 69KV BKR Control Room 150 9 PT1 4/C#10 69KV PT Control Room 150

10 PT2 4/C#10 69KV PT Control Room 150 11 PT Phase A 9/C#12 PT Phase A PT Junction Box 20 12 PT Phase B 9/C#12 PT Phase B PT Junction Box 25 13 PT Phase C 9/C#12 PT Phase C PT Junction Box 30

B. Cable Packaging:

1. Each cable reel will hold only one continuous cable. 2. Reel Identification Numbers:

a. Each cable reel shall have a unique identification number. b. Reel identification shall be placed on one of the end flanges and using one

of the following methods: (1) Permanently stenciled 1/2-inch letters. (2) Corrosion-resistant metal tag, minimum size shall be 3 inches by 5

inches with 1/4-inch stamped letters. c. Reel identification shall include the following:

(1) Project name. (2) Contract number. (3) Engineer's type designation such as "PRN1," "CEN1," etc., and wire size

and number of conductors such as "250/1/C," or 14-7/C. (4) Starting and ending cable footage marker number. (5) Reel identification number (unique for each reel). (6) See exhibit EX-260504-2 at the end of this SECTION for cable

reel identification number sheet. 3. Cable End Preparations:

a. Each cable end, except for medium voltage cables, shall be sealed with a rubber cap or other approved method to prevent moisture entry.

4. Manufacturer shall provide, as a minimum, a two-layer pressed fiberboard cover with two metal bands around the outside of the cable for each cable reel.

B. Wire and cable shall be furnished in accordance with the specification sheets at the end of this Section.

C. Fiber-Optic Cable Design Requirements: 1. Each cable shall contain 24 fibers and shall be furnished in sufficient lengths as

required to maintain one continuous circuit without splices. 2. The cable shall have a circular cross-section so that installation is performed

with standard sheaves and tensioning equipment. 3. The cable shall be an all-dielectric, self-supporting fiber optic cable. 4. The cable shall be manufactured such that no fiber strain will be caused by the

cable itself. 5. The cable shall not contain metals or conductive materials. 6. Each reel shall be accompanied by OTDR attenuation test data on each fiber.

Copies of these test results shall be submitted to the Owner and Engineer after manufacturing.

D. Flat cable constructions will not be accepted. Provide 3/C cable in lieu of 2/C where round 2/C cable cannot be furnished.

81799_8440_260504

260504-5


2.3 CONNECTORS: A. General Requirements:

1. Designed and sized for specific cable being connected. 2. Solder-less, pressure-type connectors constructed of noncorrodible tin-plated copper. 3. Rated current-carrying capacity equal to or greater than the cable being connected. 4. Application tooling for connectors shall contain die or piston stops to prevent

overcrimping and cycling or pressure relief to prevent undercrimping. Dies of all application tooling shall provide dot or wire size coding for quality control verification. All tooling shall be manufactured by the connector manufacturer.

5. Furnish necessary hardware such as bolts, washers, nuts, etc., stainless steel for outdoor connections, and silica bronze for connections in transformer and switchgear cabinets.

B. Power Connectors (Sizes 12-2 AWG): 1. Vinyl or nylon pre-insulated ring-tongue type. 2. Ring tongue sized to match terminal stud size. 3. Have insulation grip sleeve or ring to firmly hold to cable insulation. 4. Application tooling designed to crimp the wire barrel (conductor grip) and the

insulation grip sleeve or ring with a one-step crimp. 5. Acceptable manufacturers are listed in the Acceptable Connector Manufacturers'

Cross- Reference Chart at end of this Article. C. Control, Instrument, and Specialty Cable Connectors:

1. Vinyl or nylon pre-insulated ring-tongue type. Spade lugs will not be permitted. 2. Ring tongue sized to match terminal stud size. 3. Have insulation grip sleeve to firmly hold to cable insulation. 4. Insulation grip sleeve shall be funneled to facilitate wire insertion and prevent

turned back strands. 5. Application tooling designed to crimp the wire barrel (conductor grip) and the

insulation grip sleeve with a one-step crimp. 6. Acceptable manufacturers are listed in the Acceptable Connector

Manufacturers' Cross-Reference Chart at end of this Article. D. Fiber-Optic Cable Connectors:

1. Provide SC or ST type Fiber Optic Connectors as required by vendor equipment. 2. Connector shall have bayonet style quick interconnect feature. 3. Connector ferrule material shall be Zirconia ceramic. 4. Connector housing material shall be nickel plated zinc. 5. Provide Kellum’s Fiber Optic Pull Grips or Engineer-approved equal for pulling

fiber- optic cables.

Acceptable Connector Manufacturers' Cross-Reference Chart

Type Size

(AWG or MCM) Amp Special

Industries Thomas &

Betts Panduit Corp.

Burndy

Control 22-16 PIDG RA18 PN18 TP16 16-14 PIDG RB14 PN14 TP14 12-10 PIDG RC10 PN10 TP10

Power 12-10 PIDG RC10 -- TP10 8 Amplibond RD8 -- YAEV 6 Amplibond RE6 -- YAEV 4 Amplibond RF4 -- YAEV 2 Amplibond RG2 -- YAEV

260504-6 81799_8440_260504


1-750 Ampower 54200 Series -- YA-2LN YA39-2LN

2.4 CABLE TIES:

A. Nylon self-locking type. B. Have a normal service temperature range of -40 degrees C to 85 degrees C. C. Be weather resistant for outdoor use. D. Be AMP Special Industries "AMP-TY," Dennison Manufacturing Company "BAR-

LOK," Panduit Corporation "PAN-TY" or Thomas & Betts "TY-RAP." 2.5 TERMINAL BLOCKS:

A. For Mounting in Cabinets, Panels, Control Boards, etc.: 1. Designed and sized for the cables being terminated. 2. Phenolic block rated 600 volts. 3. Binding-screw-type terminals for power cables and current transformer circuits

and sliding link stud type terminals for control and instrument cables. 4. Rated current carrying capacity equal to or greater than the cable being terminated. 5. Marking strip on blocks for power cables and control and instrument cables. 6. Short-circuit strips with one shorting screw for each terminal for current

transformer circuits. 7. General Electric Type CR2960SY139 or approved equivalent for power cables.

States Company Type NT Model M-250, Connectron Type K4 or Stanwick Type SLS for control and instrument cables. General Electric Type EB-27 for current transformer circuits.

2.6 CABLE IDENTIFICATION TAGS:

A. Designed to provide a permanent wire and cable identification system. B. Show complete cable number. Cable numbers are defined in the Cable Schedule

and/or Contract Drawings. C. Cable numbers shall be legible and permanent, hand lettered, stamped or typed. D. Character size for cable numbers shall be a minimum of 3/16-inch if hand lettered or 1/8-

inch if stamped or typed. E. Material shall be nonmetallic and impervious to moisture. F. Be securely attached to cables and accessible for inspection. G. Cable identification tags, marking, and attachment methods shall be subject to approval of

the Owner’s Representative. PART 3 - EXECUTION

3.1 GENERAL REQUIREMENTS: A. Install wire and cable in raceway system as indicated in Contract Documents. B. Do not subject cable to pulling tensions or sidewall pressures in excess of

manufacturer's recommendations. C. Attach pulling grips over the cable sheath to prevent slipping of the insulation. D. Do not subject cable to inside bending radius less than those recommended by the

cable manufacturer or as noted below (whichever is greater) during or after installation: 1. Twelve times the cable outside diameter for 5-kV or higher rated cables. 2. Eight times the cable outside diameter for 600-volt or lower rated cables.

E. Install intermediate splices only as indicated in Contract Documents or as required to avoid subjecting cable to excessive pulling tension or sidewall pressures. Cable splicing

81799_8440_260504

260504-7


locations shall be approved by Owner’s Representative prior to cable installation. F. Support cables at connections or termination points such that any strain on cable

will not be transmitted to the connection or termination. G. Install cable supports in vertical runs of tray or conduit, at boxes and at

terminations in equipment, and as required to meet intermediate support requirements of NEC.

H. All pulling compounds shall be approved by wire and cable manufacturer as being compatible with cable materials.

I. Attach a cable identification tag to each cable at all terminations, splices, and end points. 3.2 POWER (600V AND BELOW), CONTROL, INSTRUMENT, AND SPECIALTY CABLE:

A. Install metallic barrier in all tray, trench, and boxes to separate power, control and instrumentation from low-level signal (50 volts or less) instrumentation circuits where run in the same tray or box.

B. Secure with cable ties in cable tray risers at intervals not to exceed three feet. C. Tie together with cable ties all single-conductor cable on each individual circuit in

each junction box, equipment, or manhole and in cable tray or trench at intervals not to exceed 6 feet.

D. Control and instrument cable splices shall be as follows: 1. Made only in junction boxes. 2. Made on terminal blocks. 3. Conductor color coding shall be maintained.

E. Power cable (600V or below) splices and motor terminations shall be as follows: 1. Made only in junction boxes. 2. Splices shall be made using compression-type connectors bolted together. 3. Splice to be covered with a cold-shrink connector insulator.

F. Ground Cable: Install as specified in Division 33. 3.3 CABLE CONNECTIONS AND TERMINATIONS:

A. Make up clean and tight to assure a low-resistance joint. B. Make only in terminal boxes, equipment, or other accepted enclosures and not in conduit or

cable tray. C. Install all connectors with tooling manufactured by the connector manufacturer and as

specified.


ACCEPTABLE MANUFACTURERS

BMcD CABLE TYPE

AETNA INSULATED WIRE

AMERICAN INSULATED WIRE GENERAL CABLE

FURON (DEKORON DIV.) OKONITE

PRYSMIAN ROCKBESTOS

KERITE CORNING CABLE TAMAQUA CABLE

BELDEN LAKE CABLE

SERVICE WIRE COMPANY SOUTHWIRE

ABB SIEMENS

OPTICAL CABLE CORP.

date 11/24/15

COFFEYVILLE GENERATION FACILITY 2

69kV SUBSTATION

ACCEPTABLE CABLE MANUFACTURERS CROSS REFERENCE CHART

project

81799 contract

C8440

rev.

designed G. Cherucheril EX-260504-1 — 0

75644_8440_EX-260504-1.xls

TRN4

HRL4

A

HRN4

A

SEN1

SEL1

SEN2

SEL2

SEN3

a

SE2A

CEN1

CEL1

CEN2

CEL2

IEL1

IEN1

IRN4

TCK1

TCJ1

SW1

DAT1

FIB1

2500

0-VO

LT P

OWER

1500

0-VO

LT P

OWER

(S

INGL

E CO

NDUC

TOR)

600-

VOLT

POW

ER

(SIN

GLE

COND

UCTO

R)

600-

VOLT

POW

ER

(MUL

TI-C

ONDU

CTOR

)

LIGH

TING

AND

REC

EPTA

CLES

600-

VOLT

CON

TROL

(N

ON-S

HIEL

DED)

600-

VOLT

CON

TROL

(S

HIEL

DED)

300-

VOLT

INST

RUM

ENTA

TION

300-

VOLT

RTD

300-

VOLT

THE

RMOC

OUPL

E

SWIT

CHBO

ARD

INTE

RNAL

CATE

GORY

5e

INDO

OR

MUL

TI-M

ODE

FIBE

R OP

TIC

GROU

NDIN

G

• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •

LINE 1 PROJECT NAME

LINE 2 CONTRACT NAME

LINE 3 CONTRACT NUMBER

LINE 4 STARTING NO.

XXXXXX LINE 5 ENDING NO.

XXXXXX

LINE 6 REEL IDENTIFICATION NO. XXXXXX

LINE NO. 1. PROJECT NAME 2. CONTRACT NAME 3. CONTRACT NUMBER 4. STARTING CABLE FOOTAGE MARKER NUMBER 5. ENDING CABLE FOOTAGE MARKER NUMBER 6. REEL IDENTIFICATION NUMBER (UNIQUE FOR EACH REEL)


project

81799 contract

C8440

EX-260504-2 —

rev.

0

CABLE REEL IDENTIFICATION NUMBER

date 11/24/15 IDENTIFICATION NUMBER

designed G. Cherucheril

75644_8440_EX-260504-2.xls

WIRE AND CABLE SPECIFICATION SHEET

Burns & McDonnell Engineering Company Engineers - Architects - Consultants

Kansas City, Missouri

BC2

B&McD TYPE: NEC TYPE:

BARE COPPER GROUND CABLE GENERAL REQUIREMENTS: Annealed, coated, bare copper (ASTM B33) SPECIFIC REQUIREMENTS: 1. Solid in sizes 4 AWG and smaller. 2. Class B stranded in sizes 2 AWG and larger (ASTM B8).

BC2.DOC 9/15/98

WIRE AND CABLE SPECIFICATION SHEET

Burns & McDonnell Engineering Company Engineers - Architects - Consultants

Kansas City, Missouri

CEN1

B&McD TYPE: NEC TYPE:

600 VOLT - UNSHIELDED MULTI-CONDUCTOR CONTROL CABLE GENERAL REQUIREMENTS: CONDUCTOR: Class B stranded annealed copper (ICEA S-73-532 Part 2). INSULATION: Cross-linked polyethylene “XLPE” (ICEA S-73-532 Part 3). Color coding shall be

Method 1 (ICEA S-73-532 Appendix E, Para. E.3.1) using color pigmented compounds with colors as designated by Table E-2.

CABLE JACKET: Chlorinated polyethylene “CPE” (ICEA S-73-532 Part 4.2). IDENTIFICATION: Surface printing on the cable shall show manufacturer’s name, insulation type, jacket

type, number and size of conductors, voltage rating, and numbered footage markers. SPECIFIC REQUIREMENTS: TEMP. RATING: Cable shall be suitable for operation under the following maximum conductor

temperature: 90°C --- Continuous, wet or dry locations INSULATION THICKNESS: All conductors shall have 30 mils nominal insulation as per ICEA S-73-532

Table 3-1. JACKET THICKNESS: Jacket Calculated Diameter Thickness (Inches) of Cable Under (ICEA S-73-532 Jacket (inches) Table 4-1) 0.425 or less 0.045 0.426-0.700 0.060 0.701-1.500 0.080 1.501-2.500 0.110 2.501 or larger 0.140 FACTORY TESTS: 1. All cable shall be tested in accordance with requirements of ICEA S-73-532. 2. All cable and singles of multi-conductor cables supplied shall meet the flame test

requirements of IEEE 1202 using a gas burner flame source. Flame tests shall be performed on 7/C-14 AWG and certified test reports submitted shall be to the Engineer in triplicate.

CERTIFICATION: Cables shall be certified to be in conformance with all applicable requirements of

ICEA S-73-532.

CEN1.DOC 10/1/02

81799_8440_260533 260533-1

SECTION 26 05 33 – CONDUIT AND ACCESSORIES

PART 1 - GENERAL

1.01 SUMMARY: A. This Section includes installation of all conduit, fittings, boxes, and accessories as specified or

indicated in the attached drawings. B. All equipment furnished by KC Utility Packaging under Contract C7500. C. Related Work Specified Elsewhere:

1. General Requirements: SECTION 260000 2. Wire, Cable, and Accessories: SECTION 260504. 3. Installation of Major Equipment: SECTION 330570

1.02 REFERENCES: A. Applicable Standards:

1. American National Standards Institute, Inc. (ANSI): a. C80.1 - Rigid Steel Conduit, Zinc Coated. b. C80.3 - Electrical Metallic Tubing, Zinc Coated (EMT). c. C80.5 – Electrical Rigid Aluminum Conduit (ERAC). d. C80.6 - Intermediate Metal Conduit (IMC) - Zinc Coated.

2. American Society For Testing and Materials (ASTM): a. A123/A123M - Zinc (Hot-Dip Galvanized) Coating on Iron and Steel Products. b. A153/A153M - Zinc Coating (Hot-Dip) on Iron and Steel Hardware. c. A307 - Carbon Steel Bolts and Studs, 60,000 psi Tensile. d. A611 - Steel, Sheet, Carbon, Cold-Rolled, Structural Quality. e. A668/A668M - Steel Forgings, Carbon and Alloys, for General Industrial Use. f. B241/B241M - Aluminum and Aluminum-Alloy Seamless Pipe and Seamless

Extruded Tube. g. F512 - Smooth-Wall, Polyvinyl Chloride (PVC) Conduit and Fittings for

Underground Installation. 3. Federal Specifications (FS):

a. W-C-1094 - Conduit and Conduit Fittings, Plastic, Rigid. b. WW-C-00540 - Conduit, Metal, Rigid and Coupling Elbow and Nipple, Electrical

Conduit, Aluminum. c. WW-C-566 - Conduit, Metal, Flexible. d. WW-C-581E - Conduit, Metal, Rigid, and Intermediate; and Coupling, Elbow, and

Nipple, Electrical Conduit, Steel, Zinc Coated. 4. National Fire Protection Association (NFPA):

a. 70 - National Electrical Code (NEC). 5. National Electrical Manufacturers' Association (NEMA):

a. FB1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit and Cable Assemblies.

b. TC2 – Electrical Polyvinyl Chloride (PVC) Tubing and Conduit. c. TC3 - PVC Fittings for Use with Rigid PVC Conduit and Tubing. d. TC6 - PVC Plastic Utilities Duct for Underground Installation. e. TC9 - Fittings for PVC Plastic Utilities Duct for Underground Installation. f. TC14 – Filament Wound Reinforced Thermosetting Resin Conduit and Fittings g. RN1 - PolyVinyl-Chloride (PVC) Externally Coated Galvanized Rigid Steel Conduit

and Intermediate Metal Conduit. 6. Underwriters' Laboratories, Inc. (UL):

81799_8440_260533 26 05 33 - 2

a. 1 - Flexible Metal Conduit. b. 6 - Rigid Metal Conduit - Steel. c. 467 - Grounding and Bonding Equipment. d. 514A - Metallic Outlet Boxes. e. 514B - Fittings for Cable and Conduit. f. 514C - Nonmetallic Outlet Boxes, Flush-Device Boxes, and Covers. g. 651 - Schedule 40 and 80 Rigid PVC Conduit. h. 651A - Type EB and A Rigid PVC Conduit and HDPE Conduit. i. 797 - Electrical Metallic Tubing. j. 886 - Outlet Boxes and Fittings for Use in Hazardous (Classified) Locations.

1.03 SUBMITTALS: A. Submit as specified in Division 01. B. Includes, but not limited to, the following:

1. Catalog cuts.

1.04 JOB CONDITIONS: A. All Work including Equipment and Materials in hazardous (classified) locations shall conform

to NEC requirements for the specified classification. B. Consider all other locations to be nonhazardous unless otherwise required by NEC or other

applicable standards or as indicated.

PART 2 - PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS: A. Rigid Steel Conduit:

1. Allied Tube and Conduit Corporation. 2. Triangle Wire and Cable. 3. Republic Conduit. 4. Wheatland Tube Company. 5. Western Tube and Conduit Corp. 6. OCAL, Inc.

B. Rigid Nonmetallic Conduit: 1. Carlon Products Division, Continental Oil Company. 2. Certain-Teed Products Corporation. 3. FRE Composites. 4. Allied Tube and Conduit.

C. Fittings: 1. Crouse-Hinds, Eaton. 2. Appleton, Emerson Electric Company. 3. Thomas & Betts, ABB Group.

2.02 DESIGN REQUIREMENTS: A. Each length of conduit furnished with coupling on one end and metal or plastic thread protector

on other end. B. UL listed and labeled on each conduit length, fitting, and accessory. C. Sizes of conduit, fittings, and accessories as indicated, specified, or as required by applicable

standards.

SECTION 26 05 33 – CONDUIT AND ACCESSORIES: continued

26 05 33 - 3

2.03 RIGID STEEL CONDUIT: A. Mild ductile steel, circular in cross section with uniform wall thickness sufficiently accurate to

cut clean threads. B. Each length threaded on both ends and threads protected by same process as used on each

length. C. All scale, grease, dirt, burrs, and other foreign matter removed from inside and outside prior to

application of coating materials. D. Galvanized by the hot-dip process as follows:

1. Interior and exterior surfaces coated with a solid, unbroken layer of 99% virgin zinc by dipping.

2. Coating not to show fixed deposits of copper after four 1-minute immersions in a standard copper sulfate solution.

3. One coat of zinc chromate finish on inside and outside surfaces to prevent oxidation and white rust.

E. Couplings and elbows fabricated, coated, and finished by the same process as conduit.

2.04 RIGID NONMETALLIC CONDUIT: A. Polyvinyl chloride

1. Fabricated from self-extinguishing high-impact polyvinyl chloride. 2. Fittings and accessories fabricated from same material as conduit. 3. Solvent-cement-type joints as recommended by manufacturer. 4. Inside diameter no less than that of rigid steel conduit. 5. Dielectric strength a minimum of 400 volts per mil. 6. Rated and labeled for use with 90oC rated conductors.

2.05 CONDUIT FITTINGS FOR RIGID METALLIC CONDUIT: A. Heavy-Duty Cast Malleable Iron or Aluminum for All Types of Fittings:

1. Mogul type for conduit sizes 1-1/2 inches and larger. 2. LBD or roller action type LB for right angle fittings for conduit sizes 2 inches and larger. 3. Full-threaded hubs and rubber-gasketed covers. 4. Zinc, cadmium-plated, or bronze hardware bolts, screws, and bushings for assembly. 5. Iron type fittings to be cadmium-plated or galvanized. 6. Standard, junction fittings, couplings, and elbows fabricated from the same material as

conduit, and each treated and coated as required for the conduit. 7. All fittings and couplings shall be full-threaded type. Split or set screw types are not

allowed.

2.06 SUPPORT SYSTEM: A. Use galvanized steel conduit clamps to support all exposed metallic conduit. B. Use nonmagnetic clamps to support nonmetallic conduits. C. Fabricate from structural steel or manufactured framing members equal to "Unistrut" P-1000

series as manufactured by Unistrut Corporation unless otherwise indicated. D. Provide all necessary rods, anchors, inserts, clamps, spacers, shims, bolts, and miscellaneous

steel. E. Provide galvanized or cadmium-plated members. F. Use noncorrodible metal, galvanized metal, or cadmium-plated metal for nuts, bolts, washers,

shims, and other small accessories.


81799_8440_260533 26 05 33 - 4

2.07 CONDUIT IDENTIFICATION TAGS: A. Made by KC Plastic Laminating Company.

1. Gothic, 3/4-inch, black characters on white background. 2. Made of white flame-retardant PVC. 3. "Permastick" adhesive and peel-off backing.

B. Made by W.H. Brady Company: 1. Numbers generated by the "Bintab Labeling System" with each conduit number on a

continuous white background strip. 2. Black letters on white background of 4 mil vinyl. 3. Label size of 0.9 inches high and 4 inches wide. 4. Text size of 0.7 inches high with 3 characters per inch. 5. Furnish with outdoor numbers and letters:

a. B927 over-laminated for long lasting performance in all environments. b. V826 permanent adhesive for cold weather installation. c. UV resistant ink.

C. Made by Electromark Company: 1. Each conduit number generated on a continuous white background strip. 2. C-1003 series with black letters on a white background of 6 mil polyester film. 3. Label size of 1 inch high and 4 inches wide. 4. Text size of 0.75 inches high with 3 characters per inch. 5. Suitable for outdoor installation in all environments.

a. Long lasting performance in all environments. b. Permanent adhesive for cold weather installation. c. UV resistant ink. d. Furnish with wrap around bands to insure that the identification tags will not lift

off.

PART 3 - EXECUTION

3.01 INSTALLATION: A. General Requirements:

1. Location: a. Install conduit as near as possible to the routing indicated. b. Shift locations as required to avoid interference with other equipment and piping

being installed. 2. Furnish conduit in sizes indicated. 3. Size conduit seal fittings as required by NEC so that cable fill shall not exceed 25% of

the area of the fitting. 4. Make connections including any required punching to boxes, panels, and other equipment

as follows: a. Outdoors: Use threaded conduit fittings or waterproof hubs. b. Due to wire sizing requirements, conduit sizes indicated may be larger than

attachment means provided on equipment. In those instances, furnish necessary reducing fittings or boxes.

5. Terminate all conduit runs with insulated bushings.


26 05 33 - 5

6. Running threads will not be permitted. 7. Coat all field cut threads, scars, or wrench abrasions in galvanized conduit with an

organic zinc rich primer. 8. Do not exceed the following number of bends between cable pulling points:

Max. Length of Max. No. of Run in Feet 90o Bends 0-49 4 50-99 3 100-149 2 150-199 1

9. Metallic conduit systems shall be electrically continuous in their entirety, with bonding jumpers provided as required by NEC.

10. Provide suitable protection for conduit risers against damage during construction. 11. Carefully ream ends of all conduit lengths after cutting to eliminate sharp burrs. 12. Clean out all conduit before pulling wire. 13. Provide all fittings necessary for a complete installation.

B. Exposed Installation: 1. Install above grade outdoors.

C. Buried Installation: 1. Install where specified or indicated. 2. Bury conduits a minimum of 18 inches below finish grade unless otherwise indicated. 3. Before burying or trenching check with Resident Project Representative or Owner as to

existing grade conditions and the possibility of future coordination problems. 4. Slope conduits away from conduit risers where possible. 5. Use long radius bends at all risers unless otherwise indicated. 6. Maintain 2-foot separation from underground piping. 7. Make all joints watertight after installation by coating all finished joints with Carboline

Bitumastic 50 coating on galvanized conduit or with a vinyl plastic compound as recommended by the manufacturer of PVC jacketed conduit.

8. Cap ends of all conduit before backfilling. 9. After conduits have been installed in trench, carefully backfill trench in layers of 4 to 8

inches of friable sandy or silty clay containing fine material sufficient to provide a dense mass free of voids and capable of satisfactory compaction and tamp each layer with a power tamp. Backfill material shall be free of roots or other organic matter, refuse, ashes, cinder, frozen earth, or other unsuitable material.

10. Furnish to Engineer a mylar reproducible drawing showing locations of all buried conduit.

D. Rigid Steel Conduit: 1. Install as specified or indicated. 2. Permitted for exposed applications.

E. Rigid Nonmetallic Conduit: 1. Install as specified or indicated. 2. PVC conduit.

a. Type DB conduit for use in direct burial applications.


81799_8440_260533 26 05 33 - 6

F. Conduit Fittings: 1. Install as specified, indicated, or as required by NEC. 2. Install explosionproof fittings in the rigid steel conduit system as required by the NEC

and other applicable standards. 3. Install insulated grounding bushings on all conduit risers.

G. Supports: 1. Construct with sufficient rigidity to hold all mounted equipment and material in

permanent and neat alignment. 2. Design to provide 1/4-inch space between Equipment housings and walls or columns

upon which they are mounted. 3. Do not exceed load requirements in NEC and NEMA standards. 4. Paint all field cuts or welding of supports with an organic zinc rich primer. 5. Use electrogalvanized steel conduit clamps and nonmagnetic conduit clamps to support

electrogalvanized steel conduit and nonmagnetic conduit respectively. H. Conduit Identification Tags:

1. Install on all scheduled conduit at time of installation. 2. Clean the conduit surface and install a tag at each conduit termination in such a manner

that the tag is readable from the floor, platform, or other vantage point. 3. Provide temporary conduit identification until the permanent conduit identification can be

installed. An acceptable method is the usage of a broad-tipped permanent ink type of marker.

END OF SECTION 26 05 33

260800 - 1 81799_8440_260800-ELECTRICAL TESTING.DOCX260800

SECTION 260800 – ELECTRICAL TESTING

PART 1 - GENERAL

1.01 SUMMARY: A. This Section covers field testing of wire and fiber optic cable.

1.02 TESTING SCOPE: A. Equipment Tests: This Contract shall test the following equipment:

1. Wire and fiber optic cable installed by this Contract.

1.03 REFERENCE STANDARDS: A. Publication Dates: Comply with standards in effect as of date of the Contract Documents

unless otherwise indicated. B. Applicable Standards:

1. National Fire Protection Association (NFPA): a. 70 - National Electrical Code (NEC).

2. National Electrical Manufacturers Association (NEMA): a. WC57 – Control Cable

3. InterNational Electrical Testing Association (NETA): a. ATS - Standard for Acceptance Testing Specifications for Electrical Power

Equipment and Systems 4. Institute of Electrical and Electronic Engineers (IEEE):

a. C2 - National Electrical Safety Code (NESC). 5. Insulated Cable Engineer’s Association (ICEA):

a. S-73-532 (NEMA WC 57) – Standard for Control, Thermocouple Extension, and Instrumentation Cables.

1.04 QUALITY ASSURANCE: A. Test Reports:

1. Submit as specified in Division 01. 2. Maintain a written record of all tests showing date, testing equipment, personnel making

test, equipment or material tested, tests performed, and results, including deficiencies found. Test reports should include nameplate data of equipment being tested.

3. Complete test forms supplied by Engineer. In cases where specific types of forms are unavailable, Contractor may use his standard forms.

PART 2 - PRODUCTS

2.01 TESTING EQUIPMENT: A. Provide all necessary testing equipment which includes but not limited to, the following:

1. 500, 1,000 and 2,000V insulation test sets, meggers. 2. Miscellaneous test leads, jumpers, cable, switches, receptacles, plugs, and other

equipment as necessary.

PART 3 - EXECUTION

3.01 GENERAL REQUIREMENTS: A. Conform to requirements as specified in Division 01. B. Furnish labor, testing contractor, test equipment, and materials as follows:

1. For specified inspections and tests.

SECTION 260800 – ELECTRICAL TESTING: continued


2. For assisting other unspecified manufacturers' field service representatives if requested by them or by Resident Project Representative. Negotiate with the requesting party.

C. Inspect, test, and repair if necessary the 600V control cable furnished and installed by this Contract.

D. Be responsible for any damage to equipment or material due to improper test procedures or test apparatus handling, and replace or restore to original condition at Owner's option any damaged equipment or material.

E. Furnish and use safety devices such as rubber gloves and blankets, protective screens and barriers, yellow tape, danger signs, and related items to adequately protect and warn all personnel in the vicinity of the tests.

F. Furnish personnel acceptable to Resident Project Representative. G. Certain inspections and tests specified to be performed by this Contract may also be performed

by Others. This overlapping and duplication is necessary and intentional. H. Resident Project Representative will approve the testing schedule of all electrical testing and

inspections. Cooperate and work closely with Resident Project Representative during all phases of construction.

I. Contractor shall cooperate fully with the Owner in performing all testing activities and shall add personnel to the testing crew as required to have all testing completed in accordance with the dates listed in the construction and systems operations schedule requirements of Division 01.

3.02 TESTING CONTRACTOR: A. Testing contractor personnel shall have the following qualifications:

1. Shall have proven ability in the above mentioned areas of work with a minimum of five years' experience with a utility, a major electrical equipment manufacturer, a consulting engineering firm, or with an independent testing contractor. For each person furnished by the testing subcontractor with the above experience, a testing assistant may be furnished with a minimum of two years of similar experience.

2. Shall be able to supply references and proof of experience and ability to keep good test records on recent projects.

B. Responsibilities: 1. Perform inspections and tests as specified. 2. Prepare reports as specified.

3.03 INDIVIDUAL DEVICE AND EQUIPMENT INSPECTIONS AND TESTS: A. Wire and Cable:

1. Verify that all conductors of every cable are terminated at the proper terminals as indicated by the Contract Drawings and manufacturer's drawings, and properly tagged.

2. 600V Power Cable: With cable disconnected at both ends, megger each cable with a 500V megger for one minute. Values must be approximately as follows:

Conductor Size (AWG OR MCM) Resistance (Megohms-1,000 ft.) 14-8 200 6-2/0 100 3/0-1,000 50 If cable is meggered with one end connected to a motor or transformer, megger values must meet acceptable limits for that equipment, as described previously.

3. 600V Control Cable: a. Megger as described for 600V power cable after installation, but with cables

disconnected from control panels and other equipment.

SECTION 260800 – ELECTRICAL TESTING: continued


b. All control cables shall have a continuity check performed on each conductor to ensure the conductance of each wire before the wires are terminated. Cables with conductors failing this test shall be removed and replaced.

B. Fiber Optic Cable: 1. Test per manufacturer’s recommendations. 2. Perform a light attenuation test for each fiber. 3. Record data and provide a comprehensive report to be turned over with other documents


81799_8440_330570 330570-8

SECTION 330570 - INSTALLATION OF MAJOR SUBSTATION EQUIPMENT

PART 1 - GENERAL

1.1 SUMMARY: A. This Section includes the unloading (except where indicated otherwise), moving, storage,

installation, and necessary field assembly of equipment and materials furnished by the Owner and under other contracts including, but not limited to, the following: 1. One (1) 42/56/72 MVA, 69/13.8-kV Transformers.

a. All unloading and assembly is by Others. 2. One (1) 69-kV SF6 Circuit Breaker. 3. Two (2) 69-kV Center Break “V” Switches. 4. Three (3) Single Phase 69-kV Potential Transformers. 5. One (1) 69-kV Side Break Switch. 6. Three (3) 69-kV voltage station lightning arrestors. 7. 69-kV Bus work, fittings, and structures.

B. Related Work Specified Elsewhere: 1. Substation Grounding: SECTION 337923 2. Conduit and Accessories: SECTION 260533

1.2 REFERENCES:

A. Applicable Standards: 1. American Institute of Steel Construction (AISC):

a. M015L - Manual of Steel Construction Load & Resistance Factor Design. b. M016 - Manual of Steel Construction Allowable Stress Design. c. S323 - Quality Criteria and Inspection Standards.

2. American Society for Testing and Materials (ASTM): a. D877 - Test Method for Dielectric Breakdown Voltage of Insulating Liquids Using

Disk Electrodes. b. D1816 - Test Method for Dielectric Breakdown Voltage of Insulating Oils of

Petroleum Origin Using VDE Electrodes. 3. American National Standards Institute/American Welding Society (ANSI/AWS):

a. D1.2 – Structural Welding Code – Aluminum. 4. Institute of Electrical and Electronics Engineers (IEEE):

a. C2 - National Electrical Safety Code. 5. National Fire Protection Association (NFPA):

a. 70 - National Electrical Code. 6. Steel Structures Painting Council (SSPC)

a. SP 3 - Surface Preparation Specification No. 3 Power Tool Cleaning. PART 2 - PRODUCTS

2.1 EQUIPMENT AND MATERIALS: Provide all equipment required for the installation of equipment and materials including, but not limited to, the following:

A. Cranes and fork lifts. B. Jacking equipment. C. Miscellaneous hand and power tools. D. Miscellaneous equipment mounting bolts and nuts.

2.2 RECEIVING AND STORAGE OF MATERIALS:

A. General: 1. Receipt of Materials:

81799_8440_330570 330570-8

a. Unload all equipment promptly when delivered and pay all demurrage charges and claims from damage to cars or vehicles resulting from Contractor's unloading operations.

b. Inspect all equipment and material for damage and check against shipping receipts for any missing parts. Inform the Engineer of any shortages or damaged materials at the time of delivery. Report obvious shipping damage immediately to the Engineer. Note the damage on the shipping company's forms before accepting shipment.

c. Prepare "Material Receipts" in triplicate for each shipment received, on standard forms furnished by the Engineer. Receipts shall be distributed to the Engineer's as well as the Contractor's file and shall list in detail all items received noting any items damaged or missing as listed on manufacturer's shipping list. "Material Receipts" shall have attached to Engineer's copy the shipping list taken from the equipment received. Material receiving reports shall be filled out, signed, dated, and delivered to the Engineer within 24 hours of receiving the materials.

d. The Contractor shall be responsible for any damage or missing items of stored equipment and material while in his custody.

e. The Contractor shall pay all deposits for shipping containers such as gas bottles, cable reels, etc.; be responsible for the containers while on site; and arrange for their pickup when the contents of the containers have been expended.

2. Inventory of Crates and Boxes: a. All accessory parts received in cartons shall be inventoried item by item with

any damage or shortages noted. b. All materials received in crates shall be uncrated to the extent that a complete

and thorough inventory may be made. Upon the completion of the inventory, the equipment shall be recrated, packaged, and stored to the satisfaction of the Engineer.

B. Medium-Weight Equipment Receiving: 1. Use cranes or fork lifts of sufficient size to prevent overloading of lifting equipment. Do

not load rigging in excess of its recommended safe working load. When fork lifts are used, line the forks so that equipment finishes will not be marred.

2. Rigging equipment shall be inspected prior to use and during its use to assure safety. If found defective, the rigging equipment shall be replaced.

3. Use lifting hooks, eyes, etc., if provided on the equipment for lifting. 4. Use rope or synthetic webbing for slinging steel structures.

C. Material Storage: 1. Equipment and materials shall be placed in storage areas as designated. 2. Storage areas shall be divided into lots for the storage of each particular substation's

materials. 3. Substation lots shall be divided into areas for the storage of particular materials, such as

follows: a. Bus, cable, weldments, etc. b. Switches. c. Insulators. d. Steel. e. Grounding. f. Conduit.

4. Materials shall be stored such that materials being used first will not have to be lifted over materials which will be used later.

5. As much as possible, all parts for a particular piece of equipment shall be stored in one location.

81799_8440_330570 330570-8

6. The Contractor shall be responsible for any damaged or missing items of stored equipment and material while in his custody.

7. Deliver all spare or extra parts to the Owner's warehouse and store as directed at the end of the job.

D. Material Inventory Control: 1. Material inventory shall be started in conjunction with "Material Receipts" prepared

for receiving materials. 2. Materials shall be listed in accordance with the manner of storage. 3. Materials which are a portion of some other item shall be listed as such. 4. Material inventory control reports shall be made weekly or as directed by the

Engineer. This report may be compiled by numerical addition or subtraction of items received or used and include, but not be limited to, the following: a. New materials received. b. Materials incorporated into the project. c. Materials missing. d. General comments concerning the condition of materials.

5. An inventory, item-by-item count, shall be made of all materials on hand monthly or as directed by the Engineer.

E. Material Protection: All equipment while under the responsibility of this Contract whether furnished and installed, or furnished by the Owner and installed under this Contract, shall be adequately protected. Provide protection as specified in DIVISION 1 and the following: 1. Equipment shall be stored outdoors unless designed for permanent indoor installation

and must be stored indoors. 2. Where stored out of doors, equipment shall be properly blocked up 6 inches off

the ground on timbers. 3. Equipment requiring indoor storage must be stored in storage facilities provided by the

Contractor which shall be heated by this contract when required by weather conditions to prevent condensation and shall be locked or supervised to prevent the entrance of unauthorized persons. Temporary buildings and trailers shall be in locations acceptable to the Engineer and will be removed when the work is complete.

4. Provide adequate protection during storage, installation, and up to the time of final acceptance, from the following: a. Rain and all other weather conditions. b. Dust, dirt, sand, and concrete splatter. c. Excessive heat, freezing, and condensation. d. Welding operations, falling objects, and construction work in general.

5. Provide protection in a manner meeting the approval of the Engineer and manufacturer's representatives by the application of the following: a. Tarpaulins. b. Properly controlled electric heaters, heating lamps and fans. c. Temporary guards, protective awnings, barricades, etc.

6. Particular care shall be exercised in protecting equipment from moisture and damage to the finish. Equipment with damaged finish shall be touched up or completely repainted to equal the original finish as directed by the Engineer.

7. All work, material, and equipment furnished or installed by the Contractor shall be kept in a clean condition during the construction period of the project as required by the Engineer.

8. Store equipment and materials in accordance with instructions of the manufacturer's representatives when storage at the site is required.

9. The Engineer shall be informed of any arrangements made for storage of materials or equipment in a place other than the Owner's site. Evidence of insurance coverage shall

81799_8440_330570 330570-8

be furnished. 10. Contractor shall assume responsibility for and protect all equipment and materials during

the storage period in accordance with the manufacturer's or supplier's recommendations including the following: a. Protection of equipment and machinery of all kinds against corrosion, moisture

deteriorations, mechanical injury, and accumulation of dirt or other foreign matter. b. Protection of exposed machined surfaces and unpainted iron and steel as necessary

with suitable rust-preventive compounds. c. Blocking equipment and material stored outdoors at least 6 inches above the ground

and arranging for natural drainage with equipment drain connections open but protected.

11. Materials and equipment shall not show any pitting, rust, decay or other deleterious effects of storage prior to final acceptance of the work.

PART 3 - EXECUTION

3.1 GENERAL: A. Install equipment and materials complete as specified and as required for operation and

continuous service at the locations shown on the drawings. B. Include assembly of all shipping sections and miscellaneous items of equipment shipped

unassembled as received from the manufacturer. C. Install at times as required to meet the specified construction schedule and as necessary to

move equipment into place without delaying erection of structures. Do not place equipment onto concrete foundations until minimum concrete compressive strength requirements are met as follows: 1. Structure foundations shall be cured at least 7 days and shall have a concrete compressive

greater than 70 percent of the specified minimum 28-day strength prior to the installation of structures.

2. Equipment foundations shall be cured at least 14 days and shall have a concrete compressive strength greater than 85 percent of the specified minimum 28-day strength prior to the installation of equipment.

3. Structure foundations shall be cured at least 28 days and shall have a concrete compressive strength greater than or equal to 100 percent of the specified minimum 28-day strength prior to attaching wires to structures on these foundations.

D. Include any disassembly and reassembly of any parts or sections of equipment made necessary by obstructions or other limitations encountered in moving equipment to the final location indicated.

E. Conform exactly to the manufacturer's recommendation in all respects. Any conflict between the contract drawings and specifications and the manufacturer's written or verbal recommendations shall be referred to the Engineer for final decision.

F. Provide all openings in floors, walls, roofs, and other structures necessary for complete equipment installation and connection unless such openings are specifically noted on the drawings or reference drawings as being provided by others.

G. Paint all nongalvanized steel supporting material with one coat of red lead chromate primer and two finish coats of fast drying enamel of color selected by the Engineer.

H. Include leveling, shimming, anchoring to floor or foundations with bolts or cinch anchors, and any necessary grouting.

I. Include receiving, caring for, and finally delivering to Owner's storage, all tools, maintenance devices, and other accessories furnished with the equipment.

J. Include removing and replacing any covers, bus and wiring connections, etc., whenever and for whatever number of times it is directed by the Engineer for inspection or testing.

K. Restore all equipment to a "factory clean" condition before final acceptance is made.

81799_8440_330570 330570-8

L. All oil drums furnished by a manufacturer, if any, shall become the property of the Owner. Store oil drums on the site horizontally with bungs down as directed by the Engineer.

M. All deposits for cable reels or any other shipping containers shall be paid by this contract. 3.2 TRANSFORMERS:

A. General: 1. The installation of the 69/13.8-kV transformer shall be done by Others.

3.3 POWER CIRCUIT BREAKERS:

A. General: 1. Power circuit breakers shall be moved from the trucks directly to their foundations. 2. Temporary power supply connections shall be installed to the control mechanism

housing for space heaters until permanent power is available. 3. Install power circuit breakers per manufacturer’s instruction manual.

B. Unit Description: 1. One (1) 69-kV power circuit breakers furnished by Siemens. under Contract C7200

a. 69-kV, 1200-A, high voltage, SF6, dead tank circuit breakers. C. Assembly:

1. The breaker shall be shipped fully assembled (except for legs) including bushings and partially gas pressurized.

2. Install legs as indicated by the manufacturer's instruction manual. 3. Anchor to foundations with galvanized anchor bolts and shim as required for level

installation of the breaker. 4. Remove all blocking materials within each breaker pole. 5. Adjust operating mechanism and contacts as required by the manufacturer's instruction

manual. 6. Make all other adjustments and open and close manholes as required by the

manufacturer's instruction manual. 7. Check all internal and external connections for tightness. 8. Check and lubricate all moving parts. 9. Adjust compressed air and gas operating mechanisms. 10. Connect frame grounds as specified in SECTION 337923. 11. Paint all PCB manual trip levers red. 12. Connect conduit risers to mechanism housing and make all external control, CT, and

auxiliary power connections. 13. If the storage of breakers is required, fill with dry air as specified before storage. 14. Deliver spare parts to the Owner's warehouse and store as directed.

D. SF6 Gas Filling:

1. Install all fittings, valves, couplings, etc., required for connecting SF6 gas supply lines, and gauges. All gauges shall be connected through a shutoff valve so that either the gauge or sensing unit may be replaced if necessary. Use sealing tape at all connections.

2. SF6 gas shall be installed in the PCBs at rates and to levels as specified by the manufacturer.

3. Moisture measurements shall be made on the SF6 gas before the gas is installed into the PCB and then after the gas has stabilized in the PCB.

3.4 SUBSTATION STEEL STRUCTURES:

A. General: 1. This Contract will perform all receiving, storing, assembling and installation of all steel

structures as indicated by the manufacturer's drawings and as directed by the Engineer in

81799_8440_330570 330570-8

order to place the equipment in complete working order. 2. Steel structures shall not be erected on the foundations until foundation concrete tests

indicate acceptability for use and approval for erection is received from the Engineer. 3. Furnished by Valmont. under Contract No. C7300.

B. Description: 1. 69-kV Structures:

a. One (1) 69-kV H-frame dead-end structure, single-bay b. One (1) 69-kV three-phase diagonal low bus support. c. Two (2) 69-kV three-phase high switch stands. d. One (1) static mast.

2. All substation structures per provided reference only steel drawings. 3. Assembly:

a. Erect structures in strict compliance with the manufacturer's drawings, code markings, and instructions after foundations have cured a minimum of 28 days unless otherwise approved in writing by the Engineer.

b. Erect structures in energized yard in strict compliance with OSHA standards. c. Assemble sections, square, and approximately align trusses and columns in

the ground. d. Correction of misfits by the moderate use of drift pins and a moderate amount of

reaming, punching, chipping, or cutting are considered a part of erection. Any errors which prevent the proper assembly of parts by these measures or which require correction or adjustment must be immediately reported to the substation materials supplier and Engineer before assembly. All correction of errors by this contract, other than those considered a normal part of erection, as directed by the substation materials supplier must be approved by the Engineer before such corrections are made. All corrections shall be performed at no increase in the contract price.

e. Assemble the structures, accurately aligning each portion and finally tightening. Installation of fasteners shall be as outlined in the American Institute of Steel Construction, Inc. Manual of Steel Construction.

f. Clean all cuts, welds, and damaged areas in galvanized steel structures according to SSPC SP3 and 1-3 mils profile depth and apply organic zinc rich primer at 3 mils dry. (1) Carboline - SP676. (2) Koppers - Organic Zinc. (3) Tnemec - 90-93.

g. Level all structures, columns, and legs on finished foundations prior to erection of equipment and materials.

h. Ground all steel structures as indicated. 3.5 SUBSTATION EQUIPMENT AND MATERIALS:

A. General: 1. This Contract will perform all receiving, storing, assembling, and installation of all bus

supports, bus materials connectors, equipment, etc., as indicated by the manufacturer's drawings and directed by the Engineer in order to place the equipment in complete working order.

2. Transmission line dead-end spans and strain bus shall not be attached to substation dead-end structures until after these structures have been completely assembled.

3. Furnished by KC Utility Packaging under Contract C7500. B. Description:

1. Substation Equipment and Materials Provided by Other:

81799_8440_330570 330570-8

a. Two (2) 69-kV, manually operated, 1200 -ampere, 3-pole, group-operated, center break “V” Switches.

b. One (1) 69-kV, manually operated, 1200 -ampere, 3-pole, group-operated, side break Switch.

c. Three (3) Single Phase 69-kV Potential Transformers. d. One (1) potential transformer secondary terminal and fuse cabinet. e. Three (3) 48-kV MCOV station class surge arresters. f. One (1) Lot aluminum bus, bus conductor, insulators, & fittings.

C. Assembly: 1. Equipment:

a. Install conduit risers complete to equipment enclosures. b. Switches:

(1) Assemble, install, lubricate, and adjust all switches and operating mechanisms in accordance with the manufacturer's instructions.

(2) Install switch operator's grounding plates at operator's normal standing position when operating switch or circuit switcher. Connect switch operator handles to column ground with flexible strap provided, and connect ground plate with a separate copper conductor direct to the point where flexible strap connects to the column ground.

(3) Do not set the set screws of any switch or circuit switcher without the approval of the manufacturer's field representative or the Engineer.

c. PTs, and Surge Arresters: (1) Install potential transformers and surge arresters on stands or on the

structures as indicated. (2) Connect grounds to the equipment above ground with ground grid risers as

indicated. Routing of the above grade grounding not specifically indicated shall be approved by the Engineer.

(3) Mount PT secondary terminal and fuse cabinets on respective PT supporting structures or columns as indicated.

2. Buses and Conductors: a. Erect and install all buses, bus supports, switches, strain insulators, conductors,

shield wires and interconnections as required by manufacturer's drawings. b. Install all connectors and fittings in AAC or ACSR conductors with compression

tools recommended by the connector manufacturer. Compression fittings shall be pressed so they are straight when installed. Slight curvatures may be corrected by hydraulic means.

c. Maintain proper phasing of buses and connections as indicated. d. Install high-voltage connections complete to equipment including connections

to terminals of transformers, switches, circuit breakers, surge arresters, potential transformers, and bus.

e. Use electrical joint compound for all aluminum connections. Sufficient quantities have been provided by the manufacturer for use by the Contractor. Additional quantities, if required, shall be furnished by the Contractor.

f. Drill two weepholes, 1/8-inch diameter, 6 inches apart, in the bottom of each horizontal span of bus tubing at the point of lowest sag and remove all burrs caused by the drilling.

g. Phase conductors and shield wires shall be installed such that maximum tension shall not exceed those indicated on the drawings. The Contractor shall use sag data in Appendix to correct for temperature at which the conductors are being installed.

h. Install complete termination of incoming transmission lines at the substation structure.

81799_8440_330570 330570-8

i. Install all bus and cable connectors, weldments, compression fittings, clamps, bus expansion joints, bus end caps, bus grounding studs, bus internal vibration damping cable, erection and mounting bolts, nuts, lockwashers, and other hardware. All bus connecting hardware shall be tightened to torques indicated by the manufacturer or specified by the Engineer.

j. Install structure shielding and grounding materials, clamps, etc., including switch operator ground pads, flexible braid, conductor, etc., for all grounding connections. All grounding conductor including lengths to connect to structure grounds shall be furnished by this contract.

k. Install connectors for high-voltage connections to Owner-furnished equipment terminal pads or studs.

l. Megger all buses, switches, and equipment, with a 1000-V megger for one minute after the installation of each major section of bus. Meggering shall be phase-to-phase and phase-to-ground.


33 71 25 - 1 81799_8440_337125-NONCERAMIC INSULATORS.DOCX 11/20/2015

SECTION 33 71 25 – NONCERAMIC INSULATORS

PART 1 - GENERAL

1.01 SUMMARY: A. This Section includes installation of nonceramic insulators.

1.02 DEFINITIONS: A. "Nonceramic insulator" is defined as "composite insulator" per NEMA C29.11.

1.03 SUBMITTALS: A. Submit as specified in Division 01 and Commercial Specifcations.

1.04 DELIVERY, STORAGE AND HANDLING: A. Materials shall be packaged in weather-resistant cartons or crates suitable for outdoor storage. B. Each package shall be clearly marked or tagged with assembly or part number and quantity of

the assembly or part enclosed. C. Pallets shall be suitable for unloading by forklift.

PART 2 - EXECUTION

2.01 INSTALLATION: A. Support insulator assemblies at the time of installation to prevent bending of the assembly

which may overstress the fiberglass rod or end fittings, or cause deformation to the cotter keys. Suitable cradles or other alignment supports shall be used for this purpose.

B. Do not climb upon insulators. C. Do not place insulators directly on the ground. D. Tie suspension-type insulators securely to the structure if installed prior to erection of the

structure. E. Insulators in deadend assemblies shall be installed so that they are not twisted, or subjected to

torsional forces.

2.02 DAMAGE: A. Insulators which are cut, nicked, or damaged in any other manner shall not be installed. In the

course of construction, if any insulators become cut, nicked, or damaged in any other manner, remove from the assembly and replace with a nondefective insulator at the Contractor's expense.

2.03 CLEANING: A. Clean the insulators just prior to and during installation to ensure that they are free of dirt, mud,

and/or other foreign and deleterious matter.

2.04 ALIGNMENT: A. Dead-End Assemblies:

1. Turn all cotter pins so the head of the cotter pin is upward. 2. Align all pins and bolts so the nut or cotter pin is downward or toward the structure. 3. Turn all insulators so the head of the cotter pin is upward. 4. Orient all insulators to shed water from the skirts. 5. The jumper pad on the compression dead ends for the top conductors of vertically

bundled conductors shall be angled away from the structure. B. Horizontal Post:

SECTION 33 71 25 – NONCERAMIC INSULATORS: continued

33 71 25 - 2 11/20/2015 81799_8440_337125-NONCERAMIC INSULATORS.DOCX

1. On tangent structures, long axis of post shall be in plane perpendicular to transmission centerline.

2. On angle structures, long axis of post shall be in plane of angle bisector. 3. Where mounting surfaces are uneven, metal shims shall be used to adjust insulator

mounting to comply with above.

2.05 MEASUREMENT AND PAYMENT: A. Payment will be made as specified in Division 01 and Commercial Specifications after the

conductor has been clipped in or dead ended as applicable.


33 71 35 - 1

81799_8440_337135-CONDUCTOR AND OVERHEAD SHIELDWIRE INSTALLATION.DOCX 11/20/2015

SECTION 33 71 35 – CONDUCTOR AND OVERHEAD SHIELD WIRE INSTALLATION

PART 1 - GENERAL

1.01 SUMMARY: A. This Section covers the furnishing and installation of all conductors, overhead groundwire

(OHGW), optical groundwire (OPGW) and associated fittings. The word "conductor" refers to both phase conductors and OHGW unless specifically stated otherwise.

1.02 REFERENCES STANDARDS: A. Applicable Standards:

1. Institute of Electrical and Electronic Engineers (IEEE): a. 524 - Guide to the Installation of Overhead Transmission Line Conductors.

2. National Electrical Manufacturing Association (NEMA): a. WC 26 – Binational Wire and Cable Packaging Standard.

1.03 SUBMITTALS: A. Compliance Submittals:

1. Submit as specified in Division 01 and Commercial Specifications. 2. Provide manufacturer information for each item furnished, but not limited to, the

following: a. Drawings of compression fittings. b. Drawings of stringing blocks indicating sheave dimensions. c. Drawings of tensioner indicating bull wheel dimensions.

B. Guard Structure Submittals: Contractor shall submit to the Engineer, 30 days prior to the beginning of conductor installation operations, drawings indicating the location of the guard structures with reference to roads, highways, wire crossings and railroad facilities and other objects on the right-of-way.

C. Conductor Stringing Procedure: Contractor shall submit to the Engineer, 30 days prior to commencement of conductor installation operations, a Conductor Stringing Procedure which shall indicate: 1. Location of pulling machine and tension machine for each pull. 2. Reels to be used for each pull. 3. Location of line splices. 4. Locations of additional right-of-way to set up pulling machine or tension machine

locations. 5. Locations of additional right-of-way to set up sagging operations. 6. Proposed control or sag spans. 7. Description of equipment. 8. Description of procedures proposed for stringing, sagging, clipping, and dead ending.

D. Sag Data: Contractor shall submit to the Engineer, 14 days prior to sagging operations, all calculations for transit and target locations.

E. Offset Clipping Data: Contractor shall submit to Engineer, 30 days prior to stringing, all calculations for required clipping offsets.

PART 2 - PRODUCTS

2.01 OWNER-FURNISHED MATERIALS: A. Owner will furnish conductor, OHGW, and OPGW.

SECTION 33 71 35 – CONDUCTOR AND OVERHEAD SHIELD WIRE INSTALLATION: continued

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2.02 PACKAGING OF OWNER-FURNISHED MATERIALS: A. Conductor:

1. Conductor Reel Lengths: a. The standard nominal conductor length will be 600 feet wound on RMT 84.36

reels. b. The length tolerance will be plus 5 percent, minus 0 percent and only one length

will be placed on each reel. c. Random lengths of conductor may be furnished. The total length of random length

conductor will not exceed 10 percent of the purchased quantity, no length will be shorter than 50 percent of standard length, and the random lengths will be furnished in matched sets.

d. Conductor will be shipped in 1 reel. e. The maximum quantity tolerance on the total conductor shipped will be plus 5

percent and minus 0 percent of the quantity ordered. 2. Reels: Reels for conductor will be the returnable type RMT 84.36 in accordance with the

NEMA WC 26 packaging standards, and will be suitable for use with tension stringing equipment.

3. Marking: a. Reels will be plainly marked on both outer faces with waterproof ink or paint, or

have a metal tag securely attached showing the following information: (1) Supplier's name. (2) Conductor designation and/or code name. (3) Factory reel number. (4) Numbers of other reels making up the group of matched reels. (5) Length of conductor on the reel. (6) Gross, tare and net weights. (7) Direction to unreel. (8) Name of Owner (9) Material Contract number. (10) Destination. (11) Reel designation. (12) Any other data normally furnished by the manufacturer of the reels.

B. OHGW: 1. OHGW Reel Lengths:

a. The standard nominal OHGW length will be 200 feet. b. The length tolerance will be plus 5 percent, minus 0 percent, and only one length

will be placed on each reel. c. Random lengths of OHGW may be furnished. d. OHGW will be shipped in 1 reel. e. The maximum quantity tolerance on the total OHGW shipped will be plus 5 percent

and minus 0 percent of the quantity ordered. 2. Reels:

a. Reels for OHGW will be nonreturnable. 3. Marking:

a. Reels will be plainly marked on both outer faces with waterproof ink or paint, or have a metal tag securely attached showing the following information:


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(1) Supplier's name. (2) OHGW designation. (3) Factory reel number. (4) Number of other reel making up the group of matched reels. (5) Length of OHGW on the reel. (6) Gross, tare and net weights. (7) Direction to unreel. (8) Name of Owner (9) Material Contract number. (10) Destination. (11) Reel designation. (12) Any other data normally furnished by the manufacturer of the reels.

C. OPGW 1. OPGW provided by Owner. This includes existing strung OPGW and any length that

may be needed from the OPGW reel that is currently on the switch pole a few spans to the north.

2.03 DELIVERY AND STORAGE: A. Owner-furnished materials will be delivered by truck to the locations designated in Division 01

and Commercial Specifications. Upon receipt of Owner-furnished conductor, Contractor shall unload, sort, inventory and store on wood blocking the conductor reels. Contractor's inventory shall note the condition of the material. If any damage is noted, the Contractor shall notify the Engineer in writing immediately.

2.04 HANDLING CONDUCTOR AND CONDUCTOR REELS: A. Contractor shall take care in handling the conductor and conductor reels. Contractor shall be

held responsible for any and all damages to the conductor and/or conductor reels. If conductor reels are damaged, they shall be repaired prior to the use of these reels in a conductor pull. When lifting reels, a spreader bar shall be used to prevent lifting cables from touching the reel flanges. Reels in storage shall be securely blocked up off the ground.

PART 3 - EXECUTION

3.01 GENERAL: A. Equipment, methods and procedures shall conform to IEEE 524.

3.02 GUARD STRUCTURES: A. Contractor shall furnish and erect all necessary guard structures prior to the installation of any

lead or pulling lines or conductor, OHGW, and OPGW. B. Guard structures shall be installed over power, signal or telephone lines, over highways, roads,

railroads, navigable rivers and other objects on the right-of-way. C. In general, a guard structure shall consist of two or more vertical poles with connecting

horizontal wooden framing members to support conductors clear of property. 1. Horizontal framing shall be secured to the vertical poles so as to support the conductors

during stringing operations with an ample margin of safety.


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2. Vertical poles shall be set sufficiently deep to withstand all the loads imposed on them and shall be placed to provide two feet minimum lateral clearance to any conductor during the stringing operation. Horizontal framing member shall be placed so that it will be below the elevation of the conductor at stringing tension.

3. Height of vertical poles and elevation of horizontal framing shall maintain a minimum clearance of 13 feet between conductors and wires being crossed. Clearances of 30 feet above roads and 33 feet over railroad tracks shall be maintained.

D. Guard structures shall be set generally parallel to lines or roads being crossed. They shall be located outside of the highway right-of-way. Should a guard structure be required within a highway right-of-way, a self-propelled, rubber-tired vehicle shall be used.

E. Removal: All guard structures shall remain in place until the conductor, OHGW, and OPGW are dead-ended and clipped in on both sides of the crossing. After removal of guard structures, all holes shall be backfilled with thoroughly compacted material and the ground restored to a condition as good as the original condition.

3.03 ALLOWABLE STRUCTURE LOADS: A. The Contract Drawings indicate allowable structure loads. The allowable loads shall not be

exceeded during construction. B. The bid price shall include the cost of any required temporary supports and/or guys.

Contractor shall be responsible for damage to any structures caused by exceeding allowable loads. If temporary guy supports are required on structures not previously guyed, the Contractor shall install such guys at no expense to the Owner.

C. Concrete foundations and grouted anchors shall be cured at least 28 days, and have satisfactory 28-day breaks of test cylinders or cubes, before stringing wire.

3.04 RIGHT-OF-WAY REQUIREMENTS: A. Contractor shall choose pulling sites that will not result in short lengths of cable remaining on

reels. If random lengths remain on reels, the reels shall be marked with a weatherproof tag, indicating the length of each section.

B. While it is understood that the Contractor may, upon further review, change the pulling and/or sagging sites, such changes shall be kept to a minimum and are subject to the Engineer's approval.

3.05 HANDLING OF CONDUCTOR: A. Particular care shall be taken at all times to prevent the conductors, from being kinked, twisted,

abraded or damaged in any manner. Should any damage occur, it shall be reported to the Engineer immediately. Where it may be impossible to prevent the conductors or overhead ground wires from coming in contact with the ground surface or other obstruction, suitable shielding boards approved by the Engineer shall be placed under the conductor to protect them from damage.

B. Damage to the conductor shall be brought to the attention of the Engineer and, if required, the conductor shall be repaired immediately at Contractor's expense, unless such damage was caused by manufacture or transit and was properly reported by Contractor on receipt of same.

C. Repair requirements will vary depending on the nature of the damage. In all cases, the recommendations of the Engineer shall be followed. No more than one repair sleeve will be permitted on any one conductor in a span.


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3.06 STRINGING EQUIPMENT: A. Stringing Blocks:

1. Splices and preformed armor rods shall not pass through stringing blocks. Swivels, pulling eyes, clevises and other connections used in stringing which pass through the stringing blocks, shall be of such size and shape that the groove of the blocks will be uninjured, and the grooves shall be thoroughly inspected for cracking before each pull.

2. At suspension structures where line angles exist, it may be necessary before sagging to shift the conductors out of the bundle blocks and into single conductor stringing blocks of similar dimension and quality. This shall be done as necessary to facilitate sagging and to protect the conductor from damage.

3. Stringing block sheaves shall run freely on ball or roller bearings with adequate provisions for lubrication and sealing out contaminants. Sheaves shall comply with the requirements in IEEE 524. Sheaves shall be lined with an approved (conductive) elastomer liner. Travellers for shield wire shall be lined with either conductive or nonconductive elastomer liners approved by the Engineer. Sheaves shall be lubricated before use.

B. Tensioning Equipment: Elastomer-lined double-bullwheel tension stringing equipment shall be used. The equipment shall be designed to maintain preset tensions at all times. The equipment shall not transfer any heat generated to the conductor. The minimum bullwheel bottom-of-groove diameter and minimum and maximum groove radii for the conductor and OHGW shall conform to the requirements in IEEE 524.

C. Running Boards: The running boards shall have ball bearing swivels at both ends. Boards shall be visually inspected prior to each use to assure mechanical soundness.

D. Grips: Bolted grips shall be used for the conductor and shall conform to the respective manufacturer's recommendation. Conductor grips shall have smooth jaws at least 18 inches in length. OHGW grips may be scissor or bolted type and shall have smooth jaws at least 8 inches in length. The grip grooves shall have rounded edges both at the ends and along the entire length. Conductor grips shall not damage the conductors and must be approved by the Engineer prior to use. Preformed grips shall not be used. All removal of grips will be done by hand. There shall be no "popping" of grips.

3.07 STRINGING: A. All existing wire tensions shall be determined/verified by the Contractor and reported to the

Engineer before any stringing takes place. B. Both the OHGW and the conductors shall be installed by "tension stringing." C. Conductors and OHGW shall be carefully strung to avoid kinking, loosening of strands,

scraping, nicking or any other damage. Conductors and OHGW shall not be permitted to come in contact with the ground, trees, water or guard structures.

D. Conductor and OHGW stringing shall be done only when the Owner is present. E. Maximum stringing tension shall not exceed 80 percent of the sagging tension. F. All three phases may be pulled in together. All subconductors of a given bundle shall be pulled

in together. All three phases shall be pulled under the same tension and at the same speed. Changes in tension shall be gradual.

G. Tension shall be sufficient to prevent contact at any time between the pulling line, its conductors, and any part of a structure.


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H. Conductor shall be strung at sufficient tension to clear the ground and guard poles safely and to prevent injury to people and damage to the conductor.

I. The OHGW shall be installed prior to conductor stringing. J. Prestressing of conductor or OHGW is not required and will not be permitted. Should the

conductor or OHGW be accidentally overstressed, it may be rejected at the discretion of the Engineer and charged against the Contractor.

K. Conductors shall be strung using reels of a matched set. L. The slope of the conductor and OHGW between the stringing blocks and tensioner, puller, or

snubs shall at no time be steeper than one vertical to three horizontal. M. The conductor and OHGW shall be strung so that the deflection angle of the conductor being

strung does not exceed the design angle of the structure or 30 degrees, whichever is less. N. The conductor shall be continuously inspected as it leaves the reels. If any damage or

deformity is found, stringing shall be stopped. Minor damage shall be repaired immediately. Damage requiring cutting out of damaged portions or use of preformed repair rods shall be marked and repaired later.

O. Minor nicks or abrasions may be cleaned and smoothed with suitable emery cloth when approved by the Engineer.

P. Minor damage may be repaired with the use of preformed repair rods having parrot-bill rod ends when approved by the Engineer, provided that: 1. No more than one strand is broken, or 2. No more than one strand is reduced in cross-sectional area by more than 33 percent, and 3. The combined cross-sectional area of all the strands is reduced by not more than the

cross-sectional area of one strand. Q. Birdcaged conductor and other damage not specified above shall be repaired by cutting out the

damaged conductor and splicing. R. Lead and pulling lines shall be "winded" at completion of each day. S. Conductors shall pass through bull wheels and tensioners in a direction such to tighten the

outer layer of strands.

3.08 SPLICES, DEAD-ENDS, AND REPAIR SLEEVES: A. Compression, formed, or bolted fittings shall be installed in accordance with manufacturer's

recommendations. B. Tools and equipment, including compressors, dies, and brushes, shall be provided for installing

the dead-ends and splices. C. Compression Fittings Test: One compression dead-end and one compression splice shall be

tested prior to stringing for each size of conductor being installed to ascertain whether the installed fittings are capable of developing a minimum of 95 percent of the conductor's breaking strength. Before pressing fittings on conductor, the outside diameter of the conductors and inside diameter of all compression fittings shall be measured with a micrometer capable of reading to the nearest thousandth of an inch, to determine if the proper size fittings are being used. The inside diameter of the compression dies shall be measured when completely closed, to verify the allowable tolerance specified by the die manufacturer. Measurements shall be preformed on test fittings only. Materials for these tests shall be furnished by the Contractor. All equipment and personnel required to make the tests shall be furnished by the Contractor. The tests shall be witnessed by the Owner. The compression fittings shall be pressed onto a section of conductor with at least 25 feet between fittings,


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pulled to 95 percent of the conductor strength and held at that load for two minutes. A dynamometer shall be used to measure the force. The test loads shall be applied with a hydraulic winch, with the cable attached to the dynamometer "two-parted." Should a fitting fail the test, the equipment and procedures shall be modified to ensure that the specified force is developed and another test shall be made.

D. Before installing compression fittings, conductors at the point of connection shall be thoroughly cleaned. The conductor shall be laid out in a straight line for at least 25 feet on each side of the fitting such that the conductor is under no strain. Grips to hold the conductors shall be located a minimum of 50 feet from the fitting. All necessary measures shall be taken to prevent the conductor from touching the ground.

E. Before compressing compression fittings, a filler compound shall be applied to the fitting. Sufficient compound to fill all voids after compression shall be used. On compression fittings for ACSR conductors, the steel sleeve shall be installed without use of the compound. After compressing compression fittings, fittings shall be straightened to within 1/16-inch per foot of length. All projections shall be removed and rough surfaces smoothed. All compound on the surface or visible between the strands shall be removed with a solvent.

F. Owner may witness the installation of compression fittings and reserves the right to reject any not meeting the Engineer’s requirements. Contractor shall give the Owner one day's notice of the time and place of installation of compression fittings. If such notice is not given, Owner may reject the fittings and require replacement. Contractor shall replace any rejected fittings at the expense of the Contractor.

G. Splices shall not be made in spans crossing paved highways, railroads, communication lines or power lines of voltages greater than 15-kV.

H. Splices shall not be made in double dead ended spans. I. The slope of the conductor and OHGW between the stringing blocks and the splicing site shall

at no time be steeper than one vertical to three horizontal. J. Not more than one splice or repair with preformed rods on any one conductor in any one span

shall be made. K. Splices and preformed repair rods shall be located a minimum of 25 feet from any structure.

3.09 SAGGING: A. Prior to sagging, Contractor shall measure each sag and control span to verify exact span

lengths. B. Conductors shall be sagged within 24 hours after stringing unless otherwise approved by the

Engineer. C. Conductors shall be sagged in accordance with the tables furnished by the Engineer. Owner

shall be given one day's notice of the time and location of all sagging. D. The conductor and OHGW shall be snubbed so that the deflection angle of the snubbed

conductor does not exceed the design angle of the structure or 15 degrees, whichever is less. The slope of the conductor shall not be steeper than one vertical to three horizontal.

E. A certified calibrated etched-glass thermometer shall be used to measure the temperature of the conductor. The thermometer shall be placed inside a short length of conductor and hung in the sunlight at least 15 feet above the ground in the span in which the sag is checked.

F. The sagging section shall not exceed 4-1/2 miles, or 20 spans, whichever is least. When sagging single-reel pulls, the sags shall be checked in two spans; one near each end. When sagging multiple-reel pulls, or pulls greater than two miles, the sags shall be checked in three


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spans; one near each end and one near the middle. Control spans shall not be located on either side of line angles greater than 10 degrees. Spans selected for checking shall be relatively level and of a length approximately equal to the ruling span.

G. All control spans shall be plumb marked as soon as possible after sagging. H. The sag shall be determined with a transit or level. I. The conductor shall be sagged to within a tolerance of three inches sag increase and no sag

decrease. J. Sagging shall not be performed when the wind speed is greater than 20 mph, or in the opinion

of the Engineer prevents accurate measurement of the sag.

3.10 CLIPPING-IN: A. The conductor shall not be dead-ended and clipped in sooner than 2 hours nor later than 72

hours after it has been sagged. B. Running angle structures shall be plumb marked and clipped in first. C. The manufacturer's instructions shall be followed when installing armor grip or suspension

clamp assemblies. The clamps shall be cleaned before assembly. D. Preformed rods shall be installed as indicated. After installation the center of the rods shall be

within 1 inch of the center of the clamp and the ends of individual rods shall be within 1/4-inch of each other.

E. All suspension insulator strings shall hang vertically to a tolerance of +1-1/2 inches after being "clipped in" when viewed transverse to the line at the same temperature at which clipping offsets were marked.

F. Contractor shall be responsible for determining the clipping offset.

3.11 DAMPERS: A. The damper installation shall be in strict accordance with the manufacturer's recommendations.

3.12 JUMPER INSTALLATION: A. Jumpers shall have sufficient length for easy curvatures from pad to pad. B. Jumper insulator strings shall hang vertically to a tolerance of +1-1/2 inches when viewed from

any direction. C. Jumper terminals shall be connected to dead-end bodies as follows:

1. The surfaces of both pads shall be thoroughly abraded using emery cloth. 2. The specified joint compound shall be applied to both surfaces. 3. The bolts furnished with the fitting shall be torqued to manufacturer's specifications. All

joint compound on the exterior surfaces shall be removed with an approved solvent. D. The jumpers shall be "trained" to maintain the minimum electrical clearances indicated.

3.13 REEL RETURN: A. Contractor shall make arrangements for the return of all returnable reels, including all stripping

of excess conductor, hauling, loading, properly tying down as per supplier's recommendations, and scheduling return to the manufacturer's designated plant.

B. Contractor shall pay the Owner the deposit cost for each returnable metal reel lost or damaged to the extent that the manufacturer will not accept return.

C. Contractor shall notify the Owner 24 hours prior to shipment of reels so the Owner may verify the quantity, date, and condition of the reels being returned.


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3.14 INSTALLATION OF OPGW: A. General:

1. The Contractor shall acquire from the OPGW manufacturer a copy of their recommended installation methods and procedures. All printed and/or verbal instructions by the manufacturer shall be followed explicitly when installing the OPGW. In any situation where the printed installation methods and procedures do not appear to address the special, non-standard, installation configuration, the Contractor shall contact the OPGW manufacturer for the proper installation requirements.

2. The cable manufacturer's field representative may be present during a portion of the installation work to observe the Contractor's methods. If the manufacturer's instructions differ from those defined herein, the Contractor shall notify the cable manufacturer's field representative prior to proceeding with the affected work.

3. The IEEE 524 shall be used as a guideline for the installation of OPGW in cases where it does not conflict with the manufacturer's procedures or those procedures and requirements specified.

4. The specifications governing the installation, sagging, clipping, and temporary guying of the phase conductors and OHGW shall apply to the OPGW cable.

B. Field Testing: 1. Acceptance Testing for Single Mode Fibers:

a. General Acceptance Testing: After completion of a fiber segment, the contiguous fiber shall be tested and documented. The Owner must be notified before commencing all segment testing. Owner may elect to witness the acceptance tests. Testing can be performed in any order that is economically advantageous for Contractor. Testing shall consist of power testing, continuity testing and OTDR testing, including providing the supporting documentation. In general, acceptance is based on two criteria. The first is each splice loss can be no greater than 0.15dB when measured bi-directionally, and second the fiber segment shall have an end-to-end attenuation that is equal to or less than the link loss equation. A fiber segment is a contiguous fiber path that extends from a patch panel located in a substation or transmission station to another patch panel located at a second substation or transmission station. The fiber segment may have bare fiber ends or terminated with connectorized pigtails.

b. Continuity Verification: Continuity verifications shall be performed, on both terminated and non-terminated fibers. This is to verify that the fibers have not been crossed at any of the splice points.

c. Optical Power Testing (Insertion Loss): (1) End-to-end power testing of each segment is performed using the three-step

procedure known as the insertion loss method. Bi-directional end-to-end testing shall be performed using a stabilized laser source at 1310nm and 1550nm for each terminated fiber. End-to-end power loss measurements shall be performed using a calibrated laser source and optical power meter. Results for each fiber shall be documented on a Power Test Form.

(2) Acceptable segment attenuation is dependent on the fiber length, number of connector pairs, and number of splices. The end-to-end acceptance criteria for connectorized fibers will be based on the following formula:


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LINK LOSS EQUATION

Maximum acceptable end-to-end attenuation = (A x L)+(S x N)+(C x n)dB

Where “A” is the maximum attenuation per kilometer and defined as: For G.652 fibers at 1310nm A=0.35dB/Km For G.652 fibers at 1550nm A=0.25dB/Km For G.655 fibers at 1310nm A=0.35dB/Km For G.655 fibers at 1550nm A=0.25dB/Km “L” is for the installed length of fiber cable

“S” is the average splice loss allowed which is 0.08dB for fusion splices “N” is the total number of splices

“C” is the loss of a connector pair which is 0.5 dB for ST, SC, D4PC and FCPC connectors “n” is the total number of connector pairs along the segment

d. OTDR Testing:

(1) Documentation of bi-directional OTDR signature traces of each fiber is required. The OTDR signature traces establish the segment baseline system loss reference for future verification of system integrity. OTDR testing shall consist of bi-directionally inspection and documentation of each fiber. The main purpose of the OTDR test is to document all splice losses and any other spot discontinuities and to ensue splicing quality. For each single mode fiber, bi-directional OTDR signature traces shall be performed at 1310nm and 1550nm for all fiber types unless directed otherwise by Owner’s Representative. The OTDR shall be set using a pulse width, scan option, and an event threshold to ensure accurate splice traces and event logging. It is critical for analyses purposes that the OTDR setting chosen for each sub-segment be consistent for all splices contained in the sub-segment.

(2) All bi-directional measured splices that have losses equal to and greater than 0.15dB shall be documented on the high splice loss notification form. This form shall be forwarded to Owner. Owner will review the high splice loss information and make a determination if additional splice rework is required at the effected splice location.

(3) A copy of each fiber’s signature trace shall be recorded electronically to a PC computer CD ROM. Each recorded signature trace shall be clearly labeled to identify segment, transmit location, fiber number, pulse width, number of samples averaged, loss threshold, and test wavelength. Each signature trace shall be named and labeled in a manner that will accommodate automatic bi-directional splice loss averaging using the OTDR companion software. All requested data shall be clearly entered on the OTDR Test Form. This form is for documenting bi-directional splice loss measurements for each splice, which will be supplied on CD ROM in MS Excel format. Techtronix’s FMTAP software using the automatic batch processing and two way averaging documenting features, or an equivalent OTDR software package can also be used as long as a copy of the software is provided to Owner.

2. Acceptance Testing for Multimode Fibers:


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a. Continuity Verification: Continuity verifications shall be performed on both terminated and non-terminated fibers. This is to verify that the fibers have not been damaged during installation.

b. Optical Power Testing (Insertion Loss): (1) End-to-end power testing of each segment is performed using the three-step

procedure known as the insertion loss method. Bi-directional end-to-end testing shall be performed using a stabilized laser source at 1310 nm for each terminated fiber. End-to-end power loss measurements shall be performed using a calibrated laser source and optical power meter. Results for each fiber shall be documented on a Power Test Form.

(2) Acceptable segment attenuation is dependent on the fiber length and the number of connector pairs. The end-to-end acceptance criteria for connectorized fibers will be based on the following formula:

LINK LOSS EQUATION

Maximum acceptable end-to-end attenuation = (A x L)+(C x n)dB

Where “A” is the maximum attenuation per kilometer and defined as:

For multimode fibers at 1310nm A=0.7dB/Km “L” is for the installed length of fiber cable in kilometers

“C” is the average insertion loss of a mechanical connector which is 0.3dB for ST, SC, and FCPC connectors

“n” is the total number of connectors along the segment

3. Optional Testing for OPGW Cables: a. Clipping and Sagging Test:

(1) The OPGW fiber optic cable may be tested upon completion of the clipping and sagging stage on the transmission line structures. Testing shall consist of OTDR signature traces performed at 1550nm to verify continuity and check for any spot discontinuities resulting from the cable installation handling or attachment hardware. To ensure near-end inspection of the fiber, a good consistent launch shall be observed.

(2) Owner shall be notified immediately if any spot discontinuities are observed in the fiber signature traces. If a spot discontinuity is observed, the OTDR signature trace shall be recorded and clearly labeled to identify location of the discontinuity, fiber color, wavelength of test, location of test, and date of the test.

(3) Stripping the down lead tail end of the cable for testing shall be kept to a minimum in case future re-testing is required.

4. Should any test reveal damage to any of the fibers during the installation or during the time period of which the OPGW was in the possession of the Contractor, the Contractor shall be solely responsible for replacing the bad section of cable. A bad section of cable shall constitute the length of OPGW between any two predetermined splice locations plus the excess tail length as required for splicing. The cost of the cable, the additional splice closures, and the cost for reinstallation of the replaced cable section and splice closures


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shall be incurred by the Contractor. The reinstalled cable shall undergo the same two bi-directional average tests as stated above and the Contractor shall be responsible for all replacements thereafter.

C. Support Hardware: 1. The hardware and accessories utilized with OPGW, such as deadend clamps, suspension

units, vibration dampers, and structure bonding attachments, have been specifically designed for the installation of OPGW without the risk of damaging the delicate optical fiber inside. Standard ground wire hardware shall not be used for the installation of OPGW.

D. Stringing: 1. All existing wire tensions shall be determined/verified by the Contractor and reported to

the Engineer before any stringing takes place. 2. OPGW installation requirements primarily relate to minimum bending radius (diameter),

allowable pulling tension, and the need for an anti-twist device during the stringing operation.

3. All limiting values as recommended by the manufacturer shall not be exceeded including, but not necessarily limited to maximum installation and stringing tensions, minimum bullwheel diameter, minimum stringing block or sheave diameters, minimum and maximum groove dimensions, maximum contact pressure (crushing limits), and minimum and maximum pulling speed.

4. During the stringing process, the tension shall be sufficient to prevent the OPGW cable from coming in contact with the ground, other conductors, members of the structure or any other obstacle which could cause surface damage to the cable.

5. Wire rope, or nylon rope shall be of sufficient strength to withstand the required stringing tension, shall be of the same direction lay as the OPGW and shall be of the type which resists the tendency to rotate under stringing load.

6. Before pulling the OPGW from the reel, the cable and messenger rope shall be securely linked together by means of suitable kellum-grip or wire net as recommended by the manufacturer. The use of a swivel and an anti-torsional device, as recommended by the manufacturer, shall be used to minimize the tendency of the OPGW to twist during the stringing operation.

E. Splicing: 1. Mount the fiber optic splice closures at the heights and on the identified structures as

indicated. 2. The drawings indicate a general guideline in routing the OPGW down the pole and to the

splice closures. 3. Contractor shall provide any support brackets, racks, cushions, down leads, or

cantilevered arms as necessary to guide the cable through any loops or curves so as to prevent the OPGW from exceeding the minimum bending radius and to prevent any sway due to wind.

4. Provide an equal amount of surplus on each tail end of an OPGW. The tail ends shall include not less than 50 feet of excess length from the splice closure to the fiber optic unit "pull back" location to insure enough length to extend the ends of the cable to the splicing van or tent.

5. The cable lengths provided for each segment do not include excess material for distances between structures and pulling/tensioning equipment. The Contractor shall determine


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means and methods for installing the cable only with sufficient additional length to reach the splice closure and splicing as specified.

6. General Splicing Information: a. All fiber optic splicing shall be fusion type. Splicing shall be performed in an

environmentally protected enclosure to ensure high quality splice performance. b. Standard optical cable color codes and fiber types shall be observed when fusion

splicing two fiber optic cables together unless otherwise directed by the Owner’s Representative. For instance, when butt splicing OPGW fibers to all dielectric loose tube cable fibers, G.652 standard single mode fibers shall be spliced to G.652 standard single mode fibers and G.655 fibers shall be spliced to G.655 fibers in order based on the TIA/EIA-598 color code scheme. G.655 fibers shall be spliced as the last group in the fiber cable count.

c. For Tyco splice enclosures, the prepared fibers shall be of sufficient length to make at least two loops around the splice tray before entering the splice holders. Contractor shall refer to the Manufacturer’s installation instruction “Raychem System Practice and Installation Instructions.” Contractor shall refer to manufacturer’s OPGW installation procedures pertaining to preparing the OPGW for splicing. Contractor shall read and understand the procedure completely before attempting field installation.

d. All spliced fibers shall be protected by a fiber optic heat shrink sleeve. Tyco/ Raychem SMOUV heat shrink or equivalent is acceptable products. A heat oven shall be the only method used to shrink the sleeves. The acrylic coating on the fiber should not be removed beyond the areas that will be covered by the heat shrink sleeves.

e. To insure quality splices prior to closing the splice case during construction, a profile alignment fusion splicer shall be used to monitor, in one or more directions, the splice while it is being spliced. The gauge for performance during this phase shall be a gain or loss of no greater than 0.05dB as measured by the fusion splice machine. If after two splicing attempts, the value of 0.05dB or less is not achieved, a third and final splice is performed. If after performing this splice, the profile value does not meet the 0.05dB loss specification then this splice shall be noted on Owner’s High Splice Form and delivered to the (Owner) in a timely manner.

f. Visual inspection of each splice shall be required. The visual inspection requires that the splicing technician inspect the splice for abnormalities such as a narrowing, thickening, or bubble at the splice point. If abnormalities exist, the splice shall be broken and re-spliced. After passing visual inspection and profile alignment qualifications, the splice shall be subject to a tension test to ensure the fiber splice and adjacent fiber are of proper quality.

g. Final acceptance of a splice will be determined by the (Owner) upon successful completion of the bi-directional OTDR testing phase.

3.15 ENERGIZATION: A. Prior to energization, the line shall be patrolled to ensure that:

1. All safety grounds have been removed. 2. All jumpers are installed. 3. The phasing is as indicated.


33 71 35 - 14


4. Trees are sufficiently clear of line. 5. Dampers and marker balls are installed. 6. Structure grounding is complete. 7. Fence and object grounding is complete. 8. The right-of-way is left free of residual materials, debris, and potential safety hazards.

3.16 MEASUREMENT AND PAYMENT: A. Payment shall be as specified in Division 01 and Commercial Specifications. B. The cost for performing the compression fitting test shall be included in the lump-sum price. C. Conductor usage exceeding, for each subconductor, the horizontal centerline length of the

transmission line shall be paid for by the Contractor at the unit prices for material in the Proposal.

D. A conductor assembly unit consists of 1,000 feet of a single conductor or OHGW and includes sleeves for splicing where necessary. The length of conductor or OHGW shall be determined by taking the sum of all straight horizontal span distances between the centers of the structures. Payment will be made at the unit prices in the Proposal after the conductor has been clipped in or dead-ended as applicable.

E. The cost for all filler and joint compound shall be included in the associated unit price. F. An OPGW assembly unit consists of 1,000 feet of a single OPGW cable. The length of OPGW

shall be determined by taking the sum of all straight horizontal span distances between the centers of the structures. Payment will be made at the unit prices in the Proposal after the OPGW has been clipped in or dead-ended as applicable.

G. The cost of installing temporary deadends which are required for cable stringing or recommended by the manufacturer shall be considered to be a part of the cable stringing costs.


81799_8440_337919-TRANSMISSION LINE GROUNDING.DOC 337919-1 11/20/15

SECTION 337919 – GROUNDING

PART 1 - GENERAL

1.01 SUMMARY: This Division includes the installation of permanent grounding for structures.

1.02 REFERENCES:

A. American National Standards Institute (ANSI):

1. C2 - National Electrical Safety Code (NESC).

B. Rural Utility Service (RUS):

1. Bulletin 202-1 - List of Materials Acceptable for Use on Systems of REA USDA Rural

Development Electrification Borrowers.

1.03 SUBMITTALS:

A. Submit as specified in DIVISION 01 and Commercial Specifications.

B. Test Reports:

1. Grounding tests.

2. Megger calibration reports.

PART 2 - PRODUCTS

PART 3 - EXECUTION

3.01 STEEL STRUCTURES: All steel structures shall be grounded as indicated. Engineer shall be

notified if rock is encountered which prevents driving ground rods to full required depth.

3.02 RESISTANCE TESTS AND ADDITIONAL GROUND RODS:

A. Contractor, in the presence of the Owner, shall measure the resistance of all structure grounds

by the three-point fall of potential method with a minimum of three measurements being taken

at different distances from the current probe. All meggers shall be calibrated within the last

three months.

B. The ground resistance test shall be completed prior to the installation of the OHGW.

C. Grounds shall be measured when ground is dry and no less than 24 hours after measurable

precipitation has occurred at the measuring site.

D. Maximum resistance shall be no greater than 25 ohms when all grounds have been installed

and connected by temporary jumpers so that the grounds may be tested as a system.

DIVISION 6 - GROUNDING: continued

337919-281799_8440_337919-TRANSMISSION LINE GROUNDIN

11/20/15

E. Additional ground rods shall be installed at each self-supporting structure foundation as

indicated until either a structure ground resistance not greater than 25 ohms is achieved or a

total of four ground rods per foundation on self-supporting steel structures have been installed

or an alternate grounding system has been installed as directed by the Engineer.

F. Bentonite Rods:

1. Installation of some Bentonite ground rods may become necessary after test results are

analyzed or if rock is encountered. These rods will be installed when directed by the

Engineer.

2. Instructions for Installation of Bentonite Rods: Owner is to be present when Bentonite

rods are being installed and tested.

a. Drill or auger a 6-inch or 3-1/2-inch hole depending on unit to indicated depth.

b. Pour water into hole until approximately three feet of water is standing in the

bottom of the hole.

c. Then slowly pour granular-grade Bentonite and water alternately into the hole

stirring mixture until the hole is filled. Wait 24 hours for Bentonite to set up before

driving ground rod.

d. Drive ground rod in center to indicated depth and take resistance reading.

G. If resistance of ground system does not fall below 25 ohms, Engineer may require alternate

grounding assemblies.

3.03 MEASUREMENT AND PAYMENT:

A. Payment will be made at the unit prices in the Proposal after Engineer has verified that

sufficient ground rods have been installed and the work has been accepted. Payment for units

shall be contingent on Owner's receipt of "as-builts" and site cleanup.


81799_8440_337923 337923-1

SECTION 337923 – SUBSTATION GROUNDING

PART 1 - GENERAL

1.1 SUMMARY: A. This Section includes Ground riser extensions to structural steel, electrical equipment, power

circuit breakers, and other miscellaneous equipment. B. All above and below grade grounding wires and fittings shall be furnished by this package. C. Related Work Specified Elsewhere:

1. General Requirements: SECTION 260000 2. Installation of Major Equipment: SECTION 330570 3. Electrical Testing: SECTION 260800

1.2 REFERENCE STANDARDS:

A. Applicable Standards (conform to all standards applicable to each item utilized) shall be latest revisions, supplements, and amendments to the following: 1. American Society for Testing and Materials (ASTM):

a. B8 - Concentric-Lay-Stranded-Copper Conductors, Hard, Medium-Hard, or Soft. 2. Institute of Electrical and Electronics Engineers (IEEE):

a. C2 - National Electrical Safety Code. b. 80 - Safety in AC Substation Grounding. c. 837 - Qualifying Permanent Connections Used in Substation Grounding.

3. National Fire Protection Association (NFPA): a. 70 - National Electrical Code. b. 780 - Lightning Protection Code.

4. Underwriters Laboratories (UL): a. 467 – Standard for Grounding and Bonding Equipment.

1.3 SUBMITTALS:

A. Submit as specified in DIVISION 01. B. Includes, but not limited to, the following:

1. Catalog cuts.

2.1 PART 2 - PRODUCTSACCEPTABLE MANUFACTURERS: A. Ground Rods:

1. ITT Blackburn Co. 2. Eritech. 3. Galvan Electrical. 4. Harger.

B. Connection Materials: 1. Exothermic-Type Welding Process:

a. Erico-Products (Cadweld). 2. Compression-Type Connectors:

a. AMP. b. Burndy. c. Thomas & Betts.

3. Cable-to-Equipment Ground Lugs and Miscellaneous Grounding Equipment. a. Burndy Corporation. b. O-Z/Gedney.

2.2 GROUND CONNECTORS:

SECTION 337933 – SUBSTATION GROUNDING: continued

81799_8440_337923 337923-4

A. Ground Connectors to be provided by Contractor. See Bill of Material drawing for specific connections.

2.3 WIRE AND CABLE: A. Type BC as specified in DIVISION 26. B. Conductor Sizes:

1. As indicated on contract drawings for specific connections. 2. For required connections not indicated, use conductor size not less than No. 4/0 AWG if

buried in earth or cast in concrete, or No. 6 AWG at other locations. 3. Size in accordance with, but do not limit to, the following:

Equipment or Structures Wire

Size-Type Main Grid 4/0-BC2 Power Circuit Breakers 4/0-BC2 Steel Structures 4/0-BC2 Transmission Structures 4/0-BC1 Surge Arresters 4/0- BC2 Voltage Transformers 4/0- BC2 Disconnect Switch Operators 4/0- BC2 Switch Operator Ground Pads 4/0- BC2 Fuse and Terminal Cabinets 6- BC2 Static Jumper 6- BC2

2.4 TEMPORARY EQUIPMENT TERMINAL GROUNDS:

A. Transformer bushing terminals, power circuit breaker terminals, etc., shall be effectively grounded to the grid by No. 6 Cu or larger cable until such time as the ground grid is properly connected or prior to energization of the substation, as instructed by the Owner’s Representative.

B. Connections shall be of a bolted type to the equipment connector and of a clamp type to the ground grid.

2.5 GROUND RODS: A. Copper-clad steel or copper-alloy sectional-type rods. B. One end pointed to facilitate driving. C. 3/4-inch diameter and furnished in two (2) 10-foot sections with diameter and total length

stamped near top of rod. D. Provide 20-foot ground rods except where otherwise indicated.

2.6 CONNECTION MATERIALS: A. Cable-to-cable, cable-to-rod, and cable-to-steel connections.

1. Exothermic-type welding process. 2. Erico ground plates as specified.

B. Cable-To-Equipment Ground Lugs: 1. Bolted Type:

a. Copper alloy terminal with twin clamping element. b. Bolted to equipment housing with silicon bronze bolts and lock washers. c. Burndy "Quiklug" type QQA.

2. Split-Bolt Type:

81799_8440_337923 337923-3

a. As indicated. 2.7 TEST EQUIPMENT: Commercial model three-point ground test set, Megger DET 2/2 or

approved equivalent. PART 3 - EXECUTION

3.1 INSTALLATION: A. Wire and Cable:

1. Install using as few joints as possible. 2. Protect against abrasion by several wrappings of rubber tape at all points where cable

leaves concrete in exposed areas. 3. Suitably protect cable against damage during construction. 4. Replace or suitably repair cable if damaged by anyone before final acceptance. 5. In Exposed Installations:

a. Route runs as indicated. b. Route along the webs of columns and beams, and in corners where possible for

maximum physical protection. c. Support at intervals of 3 feet or less with nonmagnetic clamp-type supports.

B. Connections: 1. Conform to manufacturer's instructions. 2. Chemically degrease and dry completely before making connection. 3. For compression connectors, use a hydraulic tool by the same manufacturer as connector.

Each connector shall be specifically sized for the given conductor. 4. Make connections to equipment as follows:

a. Make up clean and tight to assure a low-resistance connection with resistance drop not exceeding 40 millivolts per 1000-A.

b. Install so as not to be susceptible to mechanical damage during operation or maintenance of equipment.

c. Provide direct copper connection to buried ground grid system. C. Metallic Conduit Grounds:

1. Adequately and properly ground at all terminal points and wherever isolated from equipment or grounded steel.

2. Where extending into a manhole, handhole, or cable trench, connect to the ground riser or cable at that structure using grounding bushings.

D. Surge Arrester Grounds: 1. Where three arresters are mounted together on the same structure or transformer, connect

to a riser loop ground cable connected at each end to the buried ground grid and connect to ground rods as indicated.

2. Do not enclose in magnetic conduit or permit close magnetic encirclement of conductors. 3. Where arresters are mounted individually, connect directly to buried ground grid and

connect to ground rods as indicated. E. Switch and Switch Platform Grounds:

1. Provide number and size of riser cables as indicated. 2. Connect only in the manner indicated on detail drawings.

F. Instrument Transformer Fuse and Terminal Cabinet Grounds: 1. Connect to the riser with a split bolt connector. 2. Connect to the cabinet with a connector capable of being used to ground control cable

shields or internal ground bus in the cabinet. Connector type to be Anderson Type TLS or approved equivalent.

3. In the fuse and terminal cabinets, furnish and install a 1/4-inch x 1-inch copper ground

SECTION 337933 – SUBSTATION GROUNDING: continued

81799_8440_337923 337923-4

bus to be used for grounding of control cable shields and spare wires. Connect the ground bus to the ground lug.

G. Steel Structures: 1. Provide the number and size of riser cables as indicated and specified. 2. Connect riser cables to steel structure legs with grounding clamps.

H. Circuit Breaker Grounds: 1. Provide number and size of riser cables as indicated. 2. Connect only in the manner indicated on detail drawings.

I. Ground Rods: 1. Install rods where indicated by driving and not by drilling or jetting. 2. Drive rods into unexcavated position of the earth where possible. 3. Where rods must be installed in excavation areas, drive rods into earth after compaction of

backfill is completed. 4. Drive to a depth such that top or rods will be approximately 30 inches below final grade, or

subgrade, and connect to the buried grid ground conductors. J. Buried Ground Grid:

1. Install where indicated and as specified. 2. Use 4/0 AWG ground conductor unless otherwise indicated. 3. Install beneath a minimum of 30 inches of earth cover or deeper if necessary in order to

avoid structures such as foundations, caissons, and buried piping. 4. Ground grid risers for equipment, motors, structural steel, and related items, shall be the

same size as the buried ground grid.


33 71 16.23 - 1 81799_8440_33711623-TRANSMISSION TUBULAR STEEL STRUCTURES.DOCX 11/20/2015

SECTION 33 71 16.23 – TUBULAR STEEL STRUCTURES

PART 1 - GENERAL

1.01 RELATED DOCUMENTS: A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY: A. This section includes all work necessary to receive, assemble and erect tubular steel structures

for the Owner as indicated and specified.

1.03 REFERENCE STANDARDS: A. Applicable Standards:

1. American Welding Society (AWS): D1.1 - Structural Welding Code - Steel. 2. Other applicable standards suggested by the Contractor and approved by the Engineer.

B. In cases where the above standards are in conflict, unless specifically noted elsewhere in the Contract Documents, the most stringent requirements shall govern.

1.04 DELIVERY, STORAGE AND HANDLING: A. Bundling by Piece:

1. All like pieces for the same structure types shall be bundled and shipped together. 2. Members for two separate structure types shall not be packaged into the same bundles. 3. Small parts, for example, clip angles and U bolts shall be packed in containers, according

to part, size, and structure type. Several individual containers for more than one structure type may be packed into a larger one.

4. Bolts shall be shipped in bulk sorted by diameter and length. 5. Nuts and washers shall be shipped in bulk sorted by diameter.

B. Bundling by Structure: 1. As an alternative and in conjunction with bundling by piece, some structures may be

bundled by structure. 2. All the pieces necessary to erect one complete structure shall be bundled and shipped

together. 3. Members for two separate structures shall not be packaged into the same bundles. 4. Small parts, for example, clip angles and U bolts shall be packed in containers, according

to part, size, and structure. Several individual containers for one structure may be packed into a larger one.

5. Bolts shall be shipped in bulk sorted by diameter and length. 6. Nuts and washers shall be shipped in bulk sorted by diameter.

C. Bolts, nuts and washers shall receive a suitable solvent and be packaged in a sealed container for shipment.

D. Bundling straps or bands, or their equivalent, and related items as well as containers and crating shall be of sufficient strength to contain and protect the contents under normal export shipping, handling, and storage yard conditions. The banding material shall be galvanized or aluminized steel or other equivalent material which will not rust or otherwise deteriorate during shipping and storage. The containers shall be constructed in a manner which will prevent pilferage of contents from the unopened container.

E. Vehicles in which steel is shipped or stored shall be clean and free from foreign materials which could in any way injure the steel or the structure coating.

F. The weight of bundles or containers shall not exceed 8,000 pounds.

SECTION 33 71 16.23 – TUBULAR STEEL STRUCTURES: continued

33 71 16.23 - 2 11/20/2015 81799_8440_33711623-TRANSMISSION TUBULAR STEEL STRU

PART 2 - PRODUCTS

2.01 GENERAL: A. The Owner will furnish all structure components for assembly and erection of the tubular steel

structures. B. Spare Materials: The structures will be supplied with 5% more fastening hardware than

required to assemble and erect the structures. C. Upon completion of the Work, Contractor shall replace any damaged, lost and spare materials

used. Replacement material shall be equal to the material supplied by the Owner.

PART 3 - EXECUTION

3.01 RECEIVING AND STORAGE OF MATERIALS: A. Care shall be taken not to damage the steel structures or members during unloading and

handling. B. Structures and members shall be sorted and supported on wooden blocks prior to erection. At

no time shall the structures or members be laid directly on the ground. Parts bent, twisted or damaged by the Contractor during his operations shall not be installed, but shall be reported immediately to the Engineer. Such damaged members shall be replaced with identical members, or repaired, at the direction of the Engineer at the Contractor's expense.

3.02 METHODS OF ERECTION: A. The proposed structure design will permit the use of the following erection methods:

1. Tilt up Method.

3.03 ASSEMBLY AND ERECTION: A. Structures shall be erected at the locations indicated. B. Structures shall not be erected on drilled shaft foundations until they have cured at least seven

days and have a concrete compressive strength greater than 70% of the specified minimum 28-day strength.

C. Structures shall be assembled and erected in compliance with the manufacturer's instructions. D. Slip joints shall be assembled as follows:

1. Thoroughly clean members at the joint. 2. Align match marks. 3. Jack sections together maintaining proper alignment. 4. The Contractor shall use jacking methods and equipment per structure manufacturer's

recommendations. 5. Sections shall not be forced into place. 6. Tie the slip jointed sections together so that the sections will not separate during erection.

Remove ties after erection. 7. No welding shall be allowed in the assembly.

E. The structure shall be erected using only the lifting points specified by the structure manufacturer.

F. Structures shall be assembled such that when erected the arms will be perpendicular to the centerline of the transmission line on tangent poles, and on the bisector on angle poles. Tolerances on arms shall be within 3 inches referenced to the centerline.

G. The installed and unloaded structures shall be plumb to within 1 inch of vertical for noncambered and nonraked poles measured when there is no temperature gradient in the pole. Cambered or raked poles shall be plumb to within 1 inch of the amount of camber or rake

SECTION 33 71 16.23 – TUBULAR STEEL STRUCTURES: continued

33 71 16.23 - 3 81799_8440_33711623-TRANSMISSION TUBULAR STEEL STRUCTURES.DOCX 11/20/2015

indicated by the manufacturer's Drawings. At the Engineer's discretion, the Contractor shall use a transit to verify a structure is plumb.

H. All bolts and nuts shall be torqued to manufacturer's recommendations. I. Arms shall be secured after erection until stringing in accordance with the manufacturer's

recommendations. The Contractor shall follow the manufacturer's recommendations for preventing wind-induced vibration of unloaded structures and structural components.

J. The top anchor bolt nuts shall be tack welded to the base plates after the pole is erected, plumbed, and all wire strung and clipped in and the anchor bolt nuts torqued.

K. The structures will be furnished with one set of climbing devices. Upon completion of the Work, the Contractor shall remove the climbing devices and deliver them to the Owner.

3.04 DAMAGED MEMBERS: A. Damaged pieces shall be repaired or replaced by the Contractor at no additional cost to the

Owner. Costs incurred due to delays or additional labor caused by these damaged pieces shall be borne by the Contractor.

3.05 COATING REPAIR: A. Galvanized Structures:

1. All rust shall be removed from damaged areas by wire brushing, chipping, or sand blasting.

2. Damaged areas shall be coated with a cold process galvanized coating as manufactured by ZRC Products Company (ZRC Cold Galvanizing Compound) or approved equal in accordance with the manufacturer's recommendations.

3.06 MEASUREMENT AND PAYMENT: A. Payments shall be as specified in Division 01 and Commercial Specifications. B. Receipt, Handling, Storage and Installation: Payment for all Work associated with receipt,

handling, storage and installation of structures whether designated as spares or otherwise, shall be as specified in Division 01 and Commercial Specifications.

C. Miscellaneous: Costs for performing all Work not included under item B above shall be included in the total Contract Price.

END OF SECTION 33 71 16.23

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G. CHERUCHERIL M. JAVID

9400 WARD PARKWAY

KANSAS CITY, MO 64114

816-333-9400

FIRM LICENSE NO. CA-421

06/30/16

COFFEYVILLE, KANSAS

FOR BID ONLY

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CONSTRUCTION NOTES:

C1. UNDERGROUND DUCT BANK PROVIDED BY

CONTRACT C8220 TERMINATES HERE.

FIVE (5) 5" CONDUITS CAPPED BELOW GRADE.

C8440 CONTRACTOR WILL INSTALL CONDUIT

FROM THIS POINT TO THE SUBSTATION

EQUIPMENT, REDUCING THE CONDUIT AS

NEEDED, TO THE CONDUIT SIZES INDICATED

ON THIS DRAWING.

C2. CONDUIT LENGTHS ARE APPROXIMATE,

BELOW GRADE CONTRACTOR TO DETERMINE

ACTUAL LENGTHS.

C3. C8440 CONTRACTOR TO STUB AND CAP

CONDUIT 6" ABOVE GRADE.

3-3" PVC

1,2,3

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1-3" PVC

5

SEE NOTE C1

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2

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4

69KV BKR

69KV BKR

69KV BKR

TRANSMISSION POLE

DUCT

BANK

DUCT

BANK

DUCT

BANK

DUCT

BANK

SEE NOTE C2

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06/30/16

COFFEYVILLE, KANSAS


FOR BID ONLY

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COPYRIGHT ©

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BILL OF MATERIAL

81799 MULTIPLE

ES008 0

1 1

81799_ES008.DWG


9400 WARD PARKWAY


816-333-9400


06/30/16

COFFEYVILLE, KANSAS


FOR BID ONLY

BILL OF MATERIAL

Ite

m

Quan.Description

MANUFACTURE PART NO. PROVIDED BY CONTRACT

1CONDUCTOR, 4/0 AWG, BARE, STRANDED, SOFT DRAWN, COPPER

SOUTHWIRE C8440

2CONNECTOR, GROUND, TERMINAL, COMPRESSION, BRONZE, 2 HOLEFLAT TO 4/0 AWG CU

BURNDY YGHA28-2N C8440

3CONNECTOR, GROUND, CABLE TO BAR, 1-BOLT, 2/0-250 MCM, 1/4" - 1/2 " THICK BAR

BURNDY GB29T4 C8440

4CONNECTOR, GROUND, "C" COMPRESSION, 4/0 RUN TO 4/0 TAP

BURNDY YGHC29C29 C8440

5CONNECTOR, GROUND, SPLIT BOLT, #1-4/0, 5/8" STUD

BURNDY KC28 C8440

6CONDUIT, 3" LIQUIDTIGHT PVC COATED, ALUMINUM CORE, 25FT LENGTH

THOMAS & BETTS LTA300-25 C8440

7CONDUIT FITTING, 3" LIQUIDTIGHT CONNECTOR. STRAIGHT, INSULATED THROAT WITH GROUND LUG

THOMAS & BETTS 5339GR C8440

8CONDUIT, 2" LIQUIDTIGHT PVC COATED, ALUMINUM CORE, 50 FT LENGTH

THOMAS & BETTS LTA200-50 C8440

9CONDUIT FITTING, 2" LIQUIDTIGHT CONNECTOR. STRAIGHT, INSULATED THROAT WITH GROUND LUG


10CONDUIT FITTING, 2" RGS STRAIGHT COUPLER

CAL CONDUIT ST200CP00 C8440

11CONDUIT FITTING, BONDING WEDGE LOCKNUT, 3"

THOMAS & BETTS 113 C8440

122" CONDUIT, RIGID GALVANIZED STEEL, 10 FT LENGTH

CAL CONDUIT ST2010CT00 C8440

13CONDUIT FITTING, HUB WITH INSULATED THROAT, 2" RGS

THOMAS & BETTS H200-SC C8440

14CONDUIT FITTING, 3" BUSHING

THOMAS & BETTS BU-208 C8440

153" CONDUIT, RIGID GALVANIZED STEEL, 10 FT LENGTH

CAL CONDUIT ST3010CT00 C8440

16CONDUIT BODY, T-STYLE, COVER & GASKET, 2" RGS

THOMAS & BETTS DAT-6-CG C8440

17CONDUIT FITTING, 2" LIQUIDTIGHT CONNECTOR. 90 DEGREE, INSULATED THROAT WITH GROUND LUG


183' x 5' GROUND MAT, GALVANIZED STEEL

C8440

19CONDUCTOR, NO. 4, BARE, STRANDED, SOFT DRAWN COPPER

SOUTHWIRE C8440

20 Y-CLEVIS BALL C7500

21 BOLTED STRAIN CLAMP FOR 7#8 AW W/ SOCKET C7500

22 GROUNDING CONNECTION C7500

23 1/2" X 1-1/4" BOLT C7500

24 1/2" SPLIT LOCK WASHER C7500

25 ANCHOR SHACKLE C7500

26 EXTENSION LINK C7500

27INSULATOR, 115kV POLYMER Y-CLEVIS-BALL

C7500

28 Y-CLEVIS SOCKET C7500

29COMPRESSION DEADEND, SINGLE TONGUE FOR 477 ACSR HAWK

C7500

30 ALNOX ELECTICAL JOINT COMPOUND - 12 CAN BOX C7500

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no. date descriptionby ckd description

18 19

contract

no. date by ckd

COPYRIGHT ©

BU

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15

COFFEYVILLE GENERATION FACILITY 269KV IN-LINE DEADEND

STRUCTURE 6-5

81799 MULTIPLE

ES101 1 1 2

81799_ES101.dwg

A. ROBERTS S. BECKSTEAD

9400 WARD PARKWAY


816-333-9400

COFFEYVILLE, KANSAS

T:\COFFEYVILLE KS\81799\CADD\01.0 ACTIVE\TRANSMISSION\81799_ES101.DWG SBECKSTEAD December 3, 2015

1 12/03/15 ADR CWP ISSUED FOR BID - CONTRACT C.8440


FOR BID ONLY

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1 1615141312111098765432 17

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rev.drawing

file

detaileddesigned


18 19

contract

no. date by ckd

COPYRIGHT ©

BU

RN

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COFFEYVILLE GENERATION FACILITY 269KV IN-LINE DEADEND

STRUCTURE 6-5

81799 MULTIPLE

ES101 0 2 2

81799_ES101.dwg


9400 WARD PARKWAY


816-333-9400

COFFEYVILLE, KANSAS



FOR BID ONLY

7

3

7

7

3

5

7

3

6

7

3

7

7

3

8

7

3

7

73

8

7

3

6

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6

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3

7

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3

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3

6

7

3

6

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3

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3

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3

7

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3

6

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3

5

736

7

3

5

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736

735

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4

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735

7

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6

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3

4

733

7

3

2

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3

5

736

7

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3

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4

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3

4

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5

7

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4

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5

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6

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7

738

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2

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1

7

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0

7

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3

1

PI 17+

51.76

105°05'49"

-2

+0

0

700

6-2

6-3

6-4

6-5

6-6

6-7

750

800

300

304

298

281

269

0+

00

2+

00

4+

00

6+

00

8+

00

10

+0

0

12

+0

0

14

+0

0

16

+0

0

18

+0

0

750

800

700

6-2

EXISTING STR

STA=0+00.00

TS-2

60' - 2

B

6-3

EXISTING STR

STA=2+99.93

TS-2

60' - 2

6-4

NEW STR

INSTALLED BY

COFFEYVILLE

STA=6+04.23

TS-2

65' - H1

6-5

NEW STR

INSTALLED BY

CONTRACTOR

STA=9+01.82

ES101 SHT 1&2

6-6

NEW STR

INSTALLED BY

COFFEYVILLE

STA=11+83.03

TS-2

65' - H1

6-7

EXISTING STR

STA=14+51.76

VDE-2

70' - 2

2 - A2 ANCHORS N

4 - G1 GUYS N

USE EXIST ANCH &

GUYS

ON 12.5KV N & W

NEW SUB

STA=17+85.83

ES004

34

A C

NEW

SUB

PI 105°05'49"

1-AC-40/46/646 DNO-1156 OPGW

SHOWN AT 60° F

1-477 KCMIL 26/7 HAWK ACSR

PER PHASE SHOWN AT 212° F

1-477 KCMIL 19/0 COSMOS AAC


1-2/0 6/1 QUAIL ACSR

SHOWN AT 120° F

CLEARANCE LINE (18.5')

6-5

2-7#8 ALUMOWELD

SHOWN AT 60° F

1-477 KCMIL 26/7 HAWK ACSR


20.0 ft.

200.0 ft.

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1 1615141312111098765432 17

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ofsheet sheets

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rev.drawing

file

detaileddesigned


18 19

contract

no. date by ckd

COPYRIGHT ©

BU

RN

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COFFEYVILLE GENERATION FACILITY 269KV INTERCONNECTION

PLAN AND PROFILE

81799 MULTIPLE

ES102 0 1 1

81799_ES102.dwg


9400 WARD PARKWAY


816-333-9400

COFFEYVILLE, KANSAS



LEGEND:

- EXISTING POLE TO REMAIN

- NEW POLE TO BE INSTALLED BY CONTRACTOR

FACILITY 2 DE

LOOKING EAST

BC A

STR 6-5

LOOKING AHEAD

A

B

C

LOADING CRITERIA

A

CONDUCTOR-7800 LB DESIGN TENSION @ NESC HEAVY, INITIAL

OPGW-4500 LB DESIGN TENSION @ NESC HEAVY, INITIAL

DISTRIBUTION-3900 LB DESIGN TENSION @ NESC HEAVY, INITIAL

NEUTRAL-2500 LB DESIGN TENSION @ NESC HEAVY, INITIAL

B

C


OHGW-500 LB DESIGN TENSION @ NESC HEAVY, INITIAL

OHGW

OHGW OHGW

- NEW POLE TO BE INSTALLED BY COFFEYVILLE

VERTICAL

HORIZONTAL

OPGW


OPGW-4500 LB DESIGN TENSION @ NESC HEAVY, INITIAL

DISTRIBUTION-3900 LB DESIGN TENSION @ NESC HEAVY, INITIAL

NEUTRAL-2500 LB DESIGN TENSION @ NESC HEAVY, INITIAL

aroberts

Stamp

aroberts

Stamp

aroberts

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