AM_01.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

PROJECT TITLE/LOCATION: FTG192, IDT Sw itchgear Facility, Fort Greely, ALASKA

a. This amendment provides changes to the solicitation as indicated on the continuation pages of this document.

b. PROPOSAL DUE DATE IS UNCHANGED TO: 30 March 2017 at 1400 hours ALASKA TIME. Proposals shall be submitted in accordance w ith Section 00 21 00, paragraph 1.10, Proposal Submittals.

c. YOU ARE REQUIRED TO ACKNOWLEDGE RECEIPT OF THIS AMENDMENT ON THE REVERSE SIDE OF THE STANDARD FORM 1442.

1. CONTRACT ID CODE PAGE OF PAGES

1 38

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

16C. DATE SIGNED

BY 16-Mar-2017

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W911KB-17-R-0019

X 9B. DATED (SEE ITEM 11)

02-Feb-2017

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

16-Mar-2017

CODE

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

PO BOX 6898

JBER AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

a. The following drawings are substituted for the superseded documents/sections:

C-W00100, B-W00101

b. The following revised documents/sections are substituted for the superseded documents/sections. The identifier “AM 01” appears before and after new and/or revised materials, except as noted below.

SECTION 00 21 00 – INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFERORS

-Paragraph 1.11

SECTION 00 22 11 – PROPOSAL SUBMISSION REQUIREMENTS, EVALUATION

CRITERIA AND BASIS OF AWARD ONE STEP – BEST VALUE

- 4.0

- 5.1.1

- Attachment 2

SECTION 01 19 30.00 29

- 1.31 – 1.33

SECTION 01 45 04.00 29

- 3.4.2 – 3.4.5

SECTION 26 23 00

- 2.2.14.1

SECTION 33 71 02

- 1.6.1

NOTE: Revisions within the following documents do not contain the above referenced identifiers:

NONE

c. The following sections are deleted:

NONE

d. The following documents are added:

Site Visit Roster Site Visit Pictures

e. The following revisions are incorporated:

f. Other:

NONE

(End of Summary of Changes)

ALL OTHER TERMS AND CONDITIONS SHALL REMAIN THE SAME.

maintained. Firms are encouraged to provide INFORMATIVE DRAWING NOTES to convey important features of their design. Drawings are not intended to be construction detail plans.

(d) Drawing sheets: Use 11” x 17” for half size drawings.

(e) Electronic Format: Provide CD in searchable, bookmarked, read-only format, preferably PDF format.

Consolidate the tabs under each volume into one (1) PDF file, except that catalog data may be in a separate PDF file.

All price breakdown information to aide in the price evaluation shall be submitted in Excel format.

(f) Number of copies: Submit one (1) original and one (1) copy of Pricing and Pro Forma Information. Provide one (1) CD with a complete copy of proposal. (1) copy of all CADD files.

1.10 JOINT VENTURE AND LLC PROPOSAL REQUIREMENTS

When proposing as a joint venture, all members of the joint venture shall sign the SF 1442 unless a written agreement by the joint venture is furnished with the proposal designating one firm with the authority to bind the other member(s) of the joint venture. In addition, a copy of the joint venture agreement shall be submitted with the proposal. Failure to comply with the foregoing requirements may eliminate the proposal from further consideration.

If this is an 8(a) or HUBZone joint venture, the offeror shall ensure that it complies with the applicable requirements of 13 CFR Part 124 and 13 CFR Part 126, respectively.

When proposing as a Limited Liability Company (LLC), a member authorized to bind the LLC shall sign the SF 1442. A copy of the LLC Certificate of Organization, Articles of Organization and the Operating Agreement shall be submitted with the proposal.

AM 01

1.11 BUY AMERICAN ACT ADVISORY NOTICE

Your attention is invited to the provision 52.225-12, Notice of Buy American Act Requirement-Construction Materials. You are advised to inform your potential subcontractors and suppliers of the Buy American Act requirements contained in this solicitation. Subparagraph (b) of the clause provides instructions for pre-award determinations as follows: “Requests for determinations of inapplicability. An offeror requesting a determination regarding the inapplicability of the Buy American Act should submit the request to the Contracting Officer in time to allow a determination before submission of offers. The offeror shall include the information and applicable supporting data required by paragraphs (c) and (d) of the clause at FAR 52.225-11 in the request. If an offeror has not requested a determination regarding the inapplicability of the Buy American Act before submitting its offer, or has not received a response to a previous request, the offeror shall include the information and supporting data in the offer.” In accordance with FAR Part 25 Foreign Acquisition, subpart 25.205 entitled Post Award determinations, subparagraph (a), if a contractor requests a determination regarding the inapplicability of the Buy American Act after contract award, the contractor must explain why it could not request the determination before contract award or why the need for such determination otherwise was not reasonably foreseeable. AM 01

1. 12 BOND AMOUNT REQUIRED

AM 01

4.0 PROPOSAL INFORMATION AND RELATED EVALUATION FACTORS

Location Factor Number Description Relative Importance

Volume 1, Tab A

Factor 1

Specialized Experience Most Important Factor (Equal to Factor

2)

Volume 1, Tab B

Factor 2

Past Performance (Confidence Assessment) Most Important Factor (Equal to Factor

1)

Volume 1, Tab C

Factor 3

Key Personnel 2nd Most Important Factor (slightly less important than Factors 1 and 2, slightly more important than Factor 4)

Volume 1, Tab D

Factor 4

Proposed Contract Duration and

Summary Schedule

3rd Most Important Factor (less important than Factors 1 and 2, and slightly less important than Factor 3)

Location Factor Number Description Relative Importance

Volume 2, Tab A

Factor 5 Price (Standard Form 1442, Proposal Data Sheet, Contract Line Item Schedule) Significantly less important than

Factors 1-4 combined)

Volume 2 Tab B

N/A

Required Pre-Award Information

Not Rated

5.0 VOLUME 1- TAB A - FACTOR 1: SPECIALIZED EXPERIENCE

5.1. Submission Requirements:

AM 01

5.1.1. The prime contractor shall demonstrate experience on recent, relevant projects. The offeror must demonstrate experience similar to their role as prime contractor on this project. Utilize the COMPANY SPECIALIZED EXPERIENCE FORM – PRIME CONTRACTOR (Attachment 2) at the end of the section. Offerors may identify state and local government and private contracts that are similar to the Government’s requirements. If the offeror is a joint venture, each firm comprising the joint venture shall provide information demonstrating experience relevant to their role on this project. Submit projects that are currently well underway (at least 50% completed) or completed and turned over no longer than six

(6) years preceding the date of this solicitation. A firm may receive credit for relevant experience under a previous business arrangement (joint venture for example); if the firm demonstrates that their role on the project submitted for Specialized Experience is relevant to their anticipated role on this project. Clearly identify the role and responsibilities of each joint venture partner. The prime contractor shall submit no more than five

(5) projects (whether single entity or joint venture). Submit no more than twelve (12) projects total for the prime and sub-contractors, if applicable and no more than five (5) projects for any individual firm for Specialized Experience. AM 01

SECTION 00 22 11 - ATTACHMENT 2

COMPANY SPECIALIZED EXPERIENCE AM 01 – PRIME

CONTRACTOR AM 01

Provide the following information to show examples of projects your company constructed within the last five (5) years indicating experience with projects of similar type and scope. Use one form per project.

a. Type of Project

b. Your Firm’s Name

c. Name of Project (include Federal Contract Number if applicable)

d. Location of Project

e. Owner

f. General Scope of Construction Project

g. Firm’s Role (Prime, Joint Venture, or Subcontractor, etc.) and Work Your Company Self-Performed :

h. Construction Cost

i. Extent and Type of Work You Subcontracted Out

j. Dates Construction: Began (MM/YY) Completed (MM/YY)

k. Your Performance Evaluation by Owner, if known

FOR OFFICIAL USE ONLY

IDT Switchgear 42822

SECTION 01 19 30.00 29 Page 1 discussion at the Preconstruction Conference. Other recurring or special purpose meetings, as agreed between the Government and the Contractor, will be held as necessary to resolve contentious issues and maintain the partnering spirit.

1.27 NON-GOVERNMENT BORROW SOURCES

Not used.

1.28 COORDINATION OF WORK

1.28.1 Weekly Coordination Meetings

The Contractor shall participate in weekly coordination meetings with the Contracting Officer and other Government representatives-as applicable.

The Contractor shall be responsible for preparing the agenda in coordination with the Contracting Officer, distributing the agenda, conducting the meeting, preparing the meeting minutes, distributing the minutes, and tracking action items. The Contractor's superintendent and QC System Manager shall attend each meeting. Typical topics shall consist of but not limited to the following: review of the previous week's activities and progress; forecast of the following two week's activities and progress; upcoming utility outage or street closure; status of shop drawing submittals and reviews; status of outstanding requests-for-information (RFI); status of pending modifications;

anticipated modifications; proposed schedule changes; other concerns and/or issues.

1.29 JOINT USE OF ROADS AND BORROW AREAS

Roads and the borrow pit will be used by the Government and other Government Contractors for the duration of construction. The Contractor shall not have exclusive use of these.

1.30 LAUNCH HAZARD ZONE AND EVACUATION INSTRUCTIONS

Work on the Missile Defense Complex is subject to interruptions due to operational considerations of the Missile Fields. The Explosive Facilities Area Warning System (EFAWS) is an emergency notification system consisting of visual and audible alarms projected by high-intensity lights and a mass-notification system. See attachments at the end of this section for more details.

1.31 SWITCHGEAR INTEGRATION PLAN

The contractor is responsible for developing a final construction schedule and integration plan that minimizes all outages and maintains radome pressurization that will be approved by the Contracting Officer.

An Integration Plan is attached for your reference at the end of this section as attachment 6.

1.312 ATTACHMENTS

1) Sample Letter - Warranty Provisions.

2a) Missile Defense policy / Launch Hazard Zone Missile Defense Complex Evacuation Route and Instructions.

2b) Missile Defense policy / Work Authorization Sheets (Bluesheets) and Instructions, abbreviations.

SECTION 01 19 30.00 29 Page 2

FOR OFFICIAL USE ONLY

3) Climatological Summary and 2005 Fort Greely (Allen AAF) Station Summary.

4) Fort Greely Environmental SOP (provided in Section 01 57 20.01 29).

5) FSOMM Revision Form Instructions.

AM 01

6) Proposed Switchgear Integration Plan (provided in Section 01 19

30.00 29) AM 01

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section --

Recommended Switchgear Integration

Site integration of the enclosures will be performed with minimal impact to IDT No.1 and IDT No.2 loads due to the redundant services to the facilities. The enclosures with equipment will be installed and site conduits and cables will be installed and tested prior to integration. Blower 3 will be powered from the site portable generator during the feeder cutovers to minimize risk. The existing shielded manholes include spare stub-outs that will allow the new ductbank to be installed without affecting the existing feeders. An outline of the proposed integration procedure is outlined below.

1. Transfer IDT No.1 and IDT No.2 to source B.

2. Cut 12.47kV feeder in manhole EMHS-17B and install a three-way tap and connect the IDT

Switchgear Enclosure 12.47kV feeder to the circuit. This will provide a temporary tap to energize the IDT Switchgear Enclosure transformer until the existing pad-mount transformers are removed later. Please note that currently the 12.47kV and 480V A&B feeders to the IDTs are crossed.

3. Transfer IDT No.1 and IDT No.2 to source A.

4. Cut 12.47kV feeder in manhole EMHS-17A and install a three-way tap and connect the IDT

Switchgear Enclosure 12.47kV feeder to the circuit. This will provide a temporary tap to energize the IDT Switchgear Enclosure transformer until the existing pad-mount transformers are removed later.

5. Transfer IDT No.1 and IDT No.2 back to normal configuration. The IDTs are still powered from the existing pad-mounted transformers and the IDT switchgear enclosures are now powered from the 12.47kV feeders from the FPP.

6. Test and commission the IDT Switchgear Enclosure systems.

7. Transfer IDT No.1 to source B.

8. Cutover the IDT No.1 source A 480V feed to the IDT Switchgear Enclosure at the HEMP filter.

9. Transfer IDT No.1 back to normal.

10. Transfer IDT No.2 to source B.

11. Cutover the IDT No.2 source A 480V feed to the IDT Switchgear Enclosure at the HEMP filter.

12. Transfer IDT No.2 back to normal.

13. Transfer IDT No.1 to source A.

14. Cutover the IDT No.1 source B 480V feed to the IDT Switchgear Enclosure at the HEMP filter.

15. Transfer IDT No.1 back to normal.

16. Transfer IDT No.2 to source A.

17. Cutover the IDT No.2 source B 480V feed to the IDT Switchgear Enclosure at the HEMP filter.

18. Transfer IDT No.2 back to normal.

AM 01 - Attachment 6

Section 01 19 30.00 29

19. Disconnect the taps to the existing pad-mount transformers to deenergize.

20. Perform final commissioning test on the IDT Switchgear Enclosure to assure proper operation with IDT loads.

Section 01 19 30.00 29

SECTION 01 45 04.00 29 Page 4

FOR OFFICIAL USE ONLY

3.4 QUALITY CONTROL ORGANIZATION

3.4.1 Personnel Requirements

The requirements for the CQC organization are a CQC System Manager and sufficient number of additional qualified personnel to ensure safety and contract compliance. The Safety and Health Manager shall serve as a member of the CQC staff. The CQC System Manager, if qualified and if allowed by Section 00 73 00.00 29 SPECIAL CONTRACT REQUIREMENTS may serve as the Safety and Health Manager or may be a separate position. Personnel identified in the technical provisions as requiring specialized skills to assure the required work is being performed properly will also be included as part of the CQC organization. The Contractor's CQC staff shall maintain a presence at the site at all times during progress of the work and have complete authority and responsibility to take any action necessary to ensure contract compliance. The CQC staff shall be subject to acceptance by the Contracting Officer. The Contractor shall provide adequate office space, filing systems and other resources as necessary to maintain an effective and fully functional CQC organization. Complete records of all letters, material submittals, shop drawing submittals, schedules and all other project documentation shall be promptly furnished to the CQC organization by the Contractor. The CQC organization shall be responsible to maintain these documents and records at the site at all times, except as otherwise acceptable to the Contracting Officer.

3.4.2 CQC System Manager

The Contractor shall identify as CQC System Manager an individual within the onsite work organization who shall be responsible for overall management of CQC and have the authority to act in all CQC matters for the Contractor. The CQC System Manager shall be a graduate AM 01 electrical AM 01 engineer AM 01, graduate architect, or a graduate of construction management with at least 5 years of construction experience on similar work including switchgear and HEMP systems. The CQC system Manager may alternately be an engineering technician with at least 2 years of college and an ICC certification as a Commercial Building Inspector (Residential Building Inspector certification will be required for Military Family housing projects). In addition, the CQC system manager shall have a minimum of 5 years construction experience on construction similar to this contract. The CQC system manager shall have qualifications as a certified electrician with experience on similar work. AM 01 The CQC System Manager shall be on the site at all times during construction and shall be employed by the prime Contractor. The CQC System Manager shall be assigned no other duties (except may also serve as Safety and Health Manager, if qualified and if allowed by Section 00 73 00.00 29). An alternate for the CQC System Manager shall be identified in the plan to serve in the event of the System Manager's absence. The requirements for the alternate shall be the same as for the designated CQC System Manager.

AM 01 3.4.3 CQC Personnel

In addition to CQC personnel specified elsewhere in the contract, the Contractor shall provide as part of the CQC organization specialized personnel to assist the CQC System Manager for the following areas: civil, structural, electrical, telecommunications, and design qualilty control manager.

These individuals may be employees of the prime or subcontractor; be responsible to the CQC System Manager; are not intended to be full time, but must be physically present at the construction site during work on their areas of responsibility, have the necessary education and/or

SECTION 01 45 04.00 29 Page 5

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experience in accordance with the experience matrix listed herein. These individuals may perform other duties but must be allowed sufficient time to perform their assigned quality control duties as described in the Quality Control Plan. One person may cover more than one area provided that they are qualified to perform QC activities for the designated areas below and provided that they have adequate time to perform their duties.

Experience Matrix

Area Qualifications

a. Civil Graduate Civil Engineer or Construction Manager with 4 years experience in the type of work being performed on this project or technician with 5 yrs related experience

b. Electrical Graduate Electrical Engineer or Construction Manager with 4 yrs related experience or or engineering technician with an ICC certification as a Commercial Electrical Inspector with 5 yrs related experience

c. Structural Graduate Structural Engineer or Construction Manager with 4 yrs related experience or person with an ICC certification as a Reinforced Concrete Special Inspector and Structural Steel and Bolting Special Inspector (as applicable to the type of construction involved) with 5 yrs related experience

d. Telecommunications Telecommunications design must be performed and stamped by a Registered Communications Distribution Designer (RCDD) with 2 yrs related experience or person with 5 yrs related experience. The installers assigned to the installation of the telecommunications system or any of its components shall have a minimum of 3 yrs experience in the installation of the specified copper and fiber optic cable and components or shall be Building Industry Consulting Services International (BICSI) Registered Cabling Installers, SECTION 01 45 04.00 29 Page 6

FOR OFFICIAL USE ONLY

Experience Matrix

Area Qualifications

Technician Level. Submit documentation of current BICSI certification.

3.4.4 3.4.3 AM 01. Additional Requirement

In addition to the above experience and/or education requirements the CQC System Manager shall have completed the course entitled "Construction Quality Management For Contractors". This course is periodically offered at both Anchorage and Fairbanks by the Associated General Contractors (AGC) or Associated Builders and Contractors, Inc. (ABC). Contact AGC or ABC directly for course dates and fees.

AM 01 3.4.5 3.4.4 AM 01 Organizational Changes

When it is necessary to make changes to the CQC staff, the Contractor shall revise the CQC Plan to reflect the changes and submit the changes to the Contracting Officer for acceptance.

3.5 SUBMITTALS AND DELIVERABLES

Submittals, if needed, shall be made as specified in Section 01 33 00 SUBMITTAL PROCEDURES. The CQC organization shall be responsible for certifying that all submittals and deliverables are in compliance with the contract requirements.

3.6 CONTROL

Contractor Quality Control is the means by which the Contractor ensures that the construction, to include that of subcontractors and suppliers, complies with the requirements of the contract. At least three phases of control shall be conducted by the CQC System Manager for each definable feature of the construction work as follows:

3.6.1 Preparatory Phase

This phase shall be performed prior to beginning work on each definable feature of work, after all required plans/documents/materials are approved/accepted, and after copies are at the work site. This phase shall include:

a. A review of each paragraph of applicable specifications, reference codes, and standards. A copy of those sections of referenced codes and standards applicable to that portion of the work to be accomplished in the field shall be made available by the Contractor at the preparatory inspection. These copies shall be maintained in the field and available for use by Government personnel until final acceptance of the work.

b. A review of the contract drawings.

c. A check to assure that all materials and/or equipment have been

2.2.14 Protective Relays

Provide digital, utility grade, programmable, multi-function, protective relays for each main breaker and feeder, as indicated on the drawings.

Relays shall be utility grade and shall conform to IEEE C37.90.1. Relays shall be suitable for operation with instrument transformer ratios and connections as indicated. Relays shall be equipped with programmable inputs suitable for 120 VAC input voltage. Relays shall be equipped with programmable dry output contacts and a normally-closed relay alarm contact, all suitable for use at 120 VAC. Relays shall be suitable for operation on 120 VAC control power, unless otherwise indicated. Relays shall be equipped with sequence of events (SOE) fault monitoring with waveform capture. Protective relays shall provide multi-function voltage, current, and power metering. SOE fault monitoring and metering data shall be transferable to the PLC control system via RS-232 communications.

Where indicated or specified herein, feeder protective relays shall be interconnected to communicate with each other via high-speed differential channel. Relay device numbers indicated on the drawings shall correspond to the function names and descriptions of IEEE C37.2.

2.2.14.1 Line Differential Relay (SEL-411L)

Bus differential relays shall be equipped with three-phase, high-impedance current differential protection suitable for bus protection with multiple current transformers connected in parallel.

Bus differential relays shall be equipped with an HMI (LED indications and navigation pushbuttons) and 2-line LCD display. Bus differential relays shall have a minimum of 2 inputs and 5 outputs, all with terminal block connections. Bus differential relays shall be mounted horizontally through the front door using a projection panel mounting. Bus differential relays shall be Schweitzer Model SEL-587Z or approved equal.

Undervoltage/sync check relays shall be Shweitzer Model SEL-751A or approved equal.

2.2.14.2 Lockout Relays

Lockout relays (86) shall be provided as indicated. Lockout relays shall be equipped with multiple contacts as indicated on the drawings.

Contacts shall be double-sided, double wiping type rated for 30 amps (minimum) continuous at 600 volts and 3 amps (minimum) interrupting at 125 VDC. Lockout relays shall have black oval handles, black target escutcheon engraved "trip/reset," and orange target indicator flag. Escutcheons shall be equipped with integral white and red LEDs wired to indicate "lockout relay ready," and "trip signal monitor," respectively. Lockout relays shall be Electroswitch Series 24 LOR with manual reset and lighted target nameplate or approved equal.

2.2.14.3 Information Processors for Protective Relays

Communications processors for protective relays shall be capable of receiving and forwarding SOE fault-monitoring data directly from the protective relays in each line-up of switchgear, synchronizing IRIG-B time signals (from the PCMS system) to all protective relays, and providing advanced logic control functions.

Processors shall be equipped with a LED indications and a front serial port for field access with a laptop computer. Processors shall have a

SECTION 26 23 00 Page 11

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Arc-proofing test for cable fireproofing tape; G

Cable Installation Plan and Procedure; G

Six copies of the information described below in 8-1/2 by 11 inch binders having a minimum of three rings from which material may readily be removed and replaced, including a separate section for each cable pull. Separate sections by heavy plastic dividers with tabs, with all data sheets signed and dated by the person supervising the pull.

a. Site layout drawing with cable pulls numerically identified.

b. A list of equipment used, with calibration certifications.

The manufacturer and quantity of lubricant used on pull.

c. The cable manufacturer and type of cable.

d. The dates of cable pulls, time of day, and ambient temperature.

e. The length of cable pull and calculated cable pulling tensions.

f. The actual cable pulling tensions encountered during pull.

SD-07 Certificates

Cable splicer/terminator; G

Cable Installer Qualifications; G

Directional Boring Certificate of Conformance; G

1.6 QUALITY ASSURANCE

1.6.1 Certificate of Competency for Cable Splicer/Terminator

The cable splicer/terminator must have a certification from the National Cable Splicing Certification Board (NCSCB) in the field of splicing and terminating shielded medium voltage (5 kV to 35 kV) power cable using pre-manufactured kits (pre-molded, heat-shrink, cold shrink). Submit "Proof of Certification" for approval, for the individuals that will be performing cable splicer and termination work, 30 days before splices or terminations are to be made.

Certification of the qualification of the cable splicer/terminator shall be submitted, for approval, 30 days before splices or terminations are to be made in medium voltage (5 kV to 35 kV) cables. The certification shall include the training, and experience of the individual on the specific type and classification of cable to be provided under this contract. The certification shall indicate that the individual has had three or more years recent experience splicing and terminating medium voltage cables.

The certification shall also list a minimum of three splices/terminations that have been in operation for more than one year. In addition, the individual may be required to perform a dummy or practice splice/termination in the presence of the Contracting Officer, before being approved as a qualified cable splicer. If that additional

SECTION 33 71 02 Page 5

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AM 01

AM 01

J4RMMJCM

Cross-Out

CFZ BOUNDARY

TEMPORARY FENCING (FE6 TYP)

NOTES:

AND SLAB FOUNDATION.

6. SEE SHEET S-W00502 FOR DETAILS OF CONCRETE STOOPS

FOR DETAILS.

EQUIPMENT ENCLOSURE CORNERS. SEE SHEET C-W00505

5. PIPE BOLLARDS TO BE PLACED ONE FOOT FROM SLAB AT

4. SEE SHEETS C-W00500 AND C-W00501 FOR FENCE DETAILS.

(INCLUDES BARBED WIRE, LINE POST, AND CONCRETE BASES).

FENCE NOW INSIDE THE IDT COMPLEX SHALL BE REMOVED

UPON CONSTRUCTION COMPLETION, THE EXISTING TAUT WIRE

EQUIPMENT ENCLOSURE DOES NOT NEED TO BE REPLACED.

THE CFZ. THIS TAUT WIRE FENCING BETWEEN THE NEW

3. THE EXISTING TAUT WIRE FENCE SHALL BE MAINTAINED AS

MANUFACTURER.

WILL PENETRATE THE CONCRETE WITH THE EQUIPMENT

2. COORDINATE LOCATION OF UNDERGROUND CONDUITS THAT

G-W00021 AND G-W00022.

1. FOR CIVIL NOTES, LEGEND, AND ABBREVIATIONS, SEE SHEETS

SEE NOTE 6

(SEE NOTE 5)

WITH CONCRETE (TYP 8 PLCS.)

6" PIPE BOLLARD FILLED

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FOR OFFICIAL USE ONLY

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SHEET OF 112

NEW 18" CMP

SWING GATE

20' DOUBLE

20' GRAVEL ACCESS ROAD

R

' (T

Y P

60'

NEW GRAVEL SURFACING

SEE NOTE 2

FOR EQUIPMENT ENCLOSURES

NEW 97'x17' CONCRETE PAD

SEE NOTE 3

SEE NOTE 3

ELEV: 1,364.46

E: 1,682,244.27

N: 3,640,372.40

FGNMD-20 (BRASS CAP)

SURVEY CONTROL POINT

(SEE NOTE 4)

NEW FE-6 FENCE

C-W00100 S-W00502

A

C-W00100

S

IT

E L

A Y

O U

T P

L A

N

D

R

M J F

W R

W

1"=50'

50' 50' 100'25'

N

TRUE

C M

P C

M P woo13364 Dimension woo13364 Dimension woo13364 Dimension woo13364 Line woo13364 Line woo13364 Line woo13364 Line woo13364 Callout TERMINATE TEMPORARY CFZ FENCING AT THIS POINT WHERE IT INTERSECTS THE EXISTING TAUT WIRE FENCE woo13364 Line woo13364 Line woo13364 Line woo13364 Line woo13364 Line woo13364 Line woo13364 Line woo13364 Line woo13364 Line woo13364 Line woo13364 Line woo13364 Line woo13364 Callout

TEMPORARY CONSTRUCTION FENCE

woo13364 Callout

TEMPORARY GATE FOR CFZ FENCE

woo13364 Callout woo13364 Callout

TAUT WIRE FENCE TO SERVE AS CFZ DELINEATION

woo13364 Line woo13364 Line woo13364 Text Box

CONSTRUCTION FENCING AS APPROVED BY CONTRACTOR OFICER

woo13364 Text Box

CONSTRUCTION FENCING AS APPROVED BY CONTRACTOR OFICER

woo13364 Callout TERMINATE TEMPORARY CFZ FENCING AT THIS POINT WHERE IT INTERSECTS THE EXISTING TAUT WIRE FENCE

KEY PLAN

MW

UTILIDOR

TOP=1369.79 UTILIDOR

ELEC VAULT COM VAULT

GATE

GATE

8' CHAINLINK

8' CHAINLINK

GATE

8' CHAINLINK

MISSILE SILO #311

MISSILE SILO #301

MISSILE SILO #111

MISSILE SILO #110

GRAVEL ROAD

PADS-9

8' CHAINLINK

8' CHAINLINK

8' CHAINLINK

UTILIDOR

AP

PR

OX

C

EN

TE

R

OF

B

AR

RO

W P

IT

A

CC

ES

S

RO

AD

SW INV=1363.54

NE INV=1361.43

12"CMP

SW INV=1385.44

NE INV=1384.81

24"CMP

SW INV=1385.20

NE INV=1384.83

24"CMP

GRAVEL ROAD

GRAVEL ROAD

HOUSE

PUMP

ISFAC

CONTROL 2

ENTRY

FACILITY

FUEL UNLOADING

BUILDING

UTILITIES

BUILDING

WATER SUPPLY

CONTROL/FTF

ENTRY CONTROL BUILDING

READINESS AND

TANK STORAGE

EKV OXIDIZER

TANK STORAGE

EKV FUEL

DSCS

BUILDINGASSEMBLYMISSILE

S T

O R

AG

E

#7

IN

T

ER

C

EP

T O

R

S T

O R

AG

E

#7

IN

T

ER

C

EP

T O

R

SUBSTATION

FIELD #1MISSILE

NO.2

IDT

NO. 1

IDT

TOP=1368.37

COM MH

COM MH

TOP=1369.75

COM MH

TOP=1370.59

18" CMP W/ THAW PIPE

NE INV=1366.55

SW INV=1367.84

18" CMP W/ THAW PIPE

NE INV=1366.57

SW INV=1367.88

WITH METAL LID

CONCRETE VAULT

MW

CONCRETE VAULT

WITH METAL LID

1"=40'

40' 40' 80'20'

1.

SEE SHEETS G-W00061, G-W00062, AND G-W00063.

ABBREVIATIONS, FOR ELECTRICAL NOTES, LEGEND, AND

N

PLAN

N

TRUE

B-W00101

C O

M M

U N

IC

A T

IO

N

S

IT

E P

L A

N

NOTES

(TYP)

UTILIDOR

EXISTING

(TYP)

UTILIDOR

EXISTING

A

B

C

D

E

P A

N E

L A

E -W

B -W

D

E -W

B -W

C

C

B-W00101

E-W00580

(TYP)

NOTE 2

SEE

(TYP)

NOTE 4

SEE

NOTE 3

SEE

NOTE 4

SEE

2.

3.

TO SWITCHGEAR IN POWER PLANT.

PROVIDE NEW FIBER OPTIC CABLE FROM ENCLOSURE A & B

4.

FOR CONTINUATION

SEE SHEET B-W00102

(EXISTING)

CMH91

(EXISTING)

R00-2172

(EXISTING)

R00-2173

(EXISTING)

CMH93

(EXISTING)

R00-2174

(EXISTING)

CMH90

(EXISTING)

R00-2175

(EXISTING)

CMH21

(EXISTING)

R00-2176

(EXISTING)

CMH22

(EXISTING)

R00-2177

(EXISTING)

CMH23

(EXISTING)

CHH04

(EXISTING)

CMH130

SEE NOTE 5

(EXISTING)

CHH02

(EXISTING)

CHH03

(SEE NOTE 6)

R00-2812

(SEE NOTE 6)

R00-2811

(SEE NOTE 6)

R00-2810

(EXISTING)

R00-2178

FOR DETAILS.

DUCTBANKS AND INNERDUCTS. REFER TO SHEET B-W28610

TO IDT-1 AND ENCLOSURE B TO IDT-2 USING EXISTING

PROVIDE NEW FIBER OPTIC CABLE BETWEEN ENCLOSURE A

5.

6.

MANHOLE.

CORE DRILL AND GROUT NEW CONDUIT INTO EXISTING

ENCASED PVC WITH 6-CELL FABRIC INNERDUCT.

COMMUNICATION DUCTBANK SHALL BE 4" CONCRETE

R00-2809

(EXISTING)

R00-2808

CMH90

R00-2806

(EXISTING)

R00-2807

(EXISTING)

CHH01

R00-2804

D

R00-2810

S E

L

M P

A

K C M

IL

L E

R

(EXISTING)

CMH24

(EXISTING)

R00-2805

CABLE ROUTING.

AS BUILT DRAWING SHOWING NEW FIBER OPTIC

DUCTBANK AND INNERDUCTS. PROVIDE UPDATED

ROUTE NEW FIBER OPTIC CABLE IN EXISTING SPARE

7.

(TYP)

SEE NOTE 7

(TYP)

SEE NOTE 7

BELOW GRADE. SEE SECTION B ON E-W00580.

STRUCTURES AND HAVE A MINIMUM OF 3 FEET OF COVER

EDGE, 15 FEET FROM NEW AND EXISTING SLABS AND

ENCASED DUCTBANK SHALL EXTEND 5 FEET FROM ROAD

UNLESS SHOWN OTHERWISE, REINFORCED CONCRETE

OTHER LOCATIONS SUBJECT TO HEAVY LOADS FOR CDB.

USED AS SHOWN FOR ALL ROAD CROSSINGS AND ANY

REINFORCED CONCRETE ENCASED DUCTBANK SHALL BE

S O

L

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D A

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M A

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D E

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C T N

O

IDENTIFICATION

SHEET

D A

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A P

P R

U .S

A R

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P S O

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G N \G

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FOR OFFICIAL USE ONLY

J O

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F O

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SHEET OF 111

ISFAC

NO.2

IDT

NO. 1

IDT

EMHS-17A

EMHS-17B

EMH44

EMH43

PMS-0061001

SDB

SDB

SDB

SDB

CDB

C D B

C D

B

C D

B

TR-2761001

DS-0061101

ENCLOSURE A

ENCLOSURE B

PAD

EQUIPMENT

C D

B

C D

B C

D B

C D

B

CDB

EDB

EDB

EDB

E

E

E

E

EDB

E D

B

E D

B

E

E D

B

E

E D

B

EDB EDB

H

H

C M

P mil60568 Line mil60568 Callout

TWO EACH 3-INCH, 3-CELL (TOTAL 6-CELL)