CLR039_-_CP3_Amd03_-_Final_(26_Oct_2018).pdf

CLR039c

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:CLR039c LRDR Entry Control FacilityPow er Plant, Clear AFS, Alaska

PROPOSAL DUE DATE remains 3 December 2018 at 2:00 PM Alaska Time. Proposals shall be submitted in accordance w ith Section 00 21 00, Paragraph 1.10 Proposal Submittals.

This Amendment provides changes to the solicitation as indicated on page 2 of this document.

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 5

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

16C. DATE SIGNED

BY 26-Oct-2018

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 W911KB19R0002

X 9B. DATED (SEE ITEM 11)

10-Oct-2018

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

26-Oct-2018

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:

W911KB19R0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 MODIFICATION CONTINUATION PAGE

The following have been added by full text:

AM#03

SUMMARY OF CHANGES

Amendment #03

The following revised documents are substituted for the superseded documents.

1. Attachment A of specification 13 48 00.03 00 has been updated to include additional in-structure-response spectra for the LPP/MCF link and the exhaust towers. Also, page numbering was added to this attachment. Pages 35 to 48 are the new pages of the attachment. The attachment is otherwise unchanged.

The following drawings are substituted for the superseded drawings.

1. The below drawings are revised and a description of the change is included for each:

DRAWING

DRAWING TITLE DESCRIPTION

G-100005F CONTRACTOR LAYDOWN AREAS ESCORT & RESTRICTED ACCESS AREA

DATE

S-901001C STRUCTURAL GENERAL NOTES FOUO MARK

S-901002C STRUCTURAL GENERAL NOTES AND

ABBREVIATIONS

FOUO MARK

S-901003C ROOF PRESSURE FOUO MARK

S-901100C FOUNDATION PLAN - COMPOSITE FOUO MARK

S-901101C FOUNDATION PLAN - AREA A FOUO MARK

S-901102C FOUNDATION PLAN - AREA B FOUO MARK

S-901103C FOUNDATION PLAN - AREA C FOUO MARK

S-901104C FOUNDATION PLAN - AREA D FOUO MARK

S-901110C FLOOR PLAN - COMPOSITE FOUO MARK

S-901111C FLOOR PLAN - AREA A FOUO MARK & PIPE CHASE CHANGES

S-901112C FLOOR PLAN - AREA B FOUO MARK

S-901113C FLOOR PLAN - AREA C FOUO MARK

S-901114C FLOOR PLAN - AREA D FOUO MARK

S-901130C ATTIC FRAMING PLAN - COMPOSITE FOUO MARK & SNOW HOOD BRACING

REMOVAL

S-901131C ATTIC FRAMING PLAN - AREA A FOUO MARK & PIPE CHASE CHANGES

S-901132C ATTIC FRAMING PLAN - AREA B FOUO MARK & SNOW HOOD BRACING

REMOVAL

S-901133C ATTIC FRAMING PLAN - AREA C FOUO MARK

S-901134C ATTIC FRAMING PLAN - AREA D FOUO MARK

S-901140C ROOF FRAMING PLAN - COMPOSITE FOUO MARK

S-901141C ROOF FRAMING PLAN - AREA A FOUO MARK & PIPE CHASE CHANGES

S-901142C ROOF FRAMING PLAN - AREA B FOUO MARK

S-901143C ROOF FRAMING PLAN - AREA C FOUO MARK

S-901144C ROOF FRAMING PLAN - AREA D FOUO MARK

S-901201C FRAMING ELEVATIONS FOUO MARK & PIPE CHASE CHANGES

S-901202C FRAMING ELEVATIONS FOUO MARK

S-901203C FRAMING ELEVATIONS FOUO MARK

S-901204C FRAMING ELEVATIONS FOUO MARK

S-901205C FRAMING ELEVATIONS FOUO MARK & CONNECTION TYPE

S-901206C FRAMING ELEVATIONS FOUO MARK

S-901207C FRAMING ELEVATIONS FOUO MARK

S-901208C FRAMING ELEVATIONS FOUO MARK

S-901209C FRAMING ELEVATIONS FOUO MARK

S-901210C FRAMING ELEVATIONS FOUO MARK

S-901211C FRAMING ELEVATIONS FOUO MARK

S-901212C FRAMING ELEVATIONS FOUO MARK

S-901213C FRAMING ELEVATIONS FOUO MARK

S-901214C FRAMING ELEVATIONS FOUO MARK

S-901215C FRAMING ELEVATIONS FOUO MARK & W SIZE CHANGE

S-901216C GIRT ELEVATIONS FOUO MARK & PIPE CHASE CHANGES

S-901217C GIRT ELEVATIONS FOUO MARK

S-901218C GIRT ELEVATIONS FOUO MARK

S-901219C GIRT ELEVATIONS FOUO MARK

S-901300C BUILDING CROSS SECTION FOUO MARK

S-901301C BUILDING CROSS SECTION FOUO MARK

S-901400C STRUCTURAL ENLARGED PLANS FOUO MARK

S-901401C STRUCTURAL ENLARGED PLANS FOUO MARK

S-901402C ENLARGED PLANS - DAYTANK ROOM FOUO MARK & REBAR CHANGE

S-901403C ENLARGED PLANS FOUO MARK & PIPE CHASE CHANGES

S-901404C ENLARGED PLANS - FLOOR ACCESS

VAULTS

FOUO MARK

S-901405C ENLARGED PLANS - LUBE OIL ROOM FOUO MARK

S-901500C TYPICAL FOUNDATION AND CONCRETE

DETAILS

FOUO MARK

S-901501C STANDARD STEEL SECTIONS AND

DETAILS

FOUO MARK & NEW DETAILS

S-901502C STANDARD CONCRETE SECTIONS AND

DETAILS

FOUO MARK

S-901503C STANDARD CMU DETAILS FOUO MARK

S-901504C TYPICAL FOUNDATION AND CONCRETE

DETAILS

FOUO MARK

S-901510C FOUNDATION SECTIONS AND DETAILS FOUO MARK & PIPE CHASE CHANGES

S-901511C FOUNDATION SECTIONS AND DETAILS FOUO MARK

S-901512C CONCRETE SECTIONS AND DETAILS FOUO MARK

S-901513C CONCRETE SECTIONS AND DETAILS FOUO MARK

S-901515C CONCRETE SECTIONS AND DETAILS FOUO MARK & SLAB DIMENSION

S-901520C STEEL SECTIONS AND DETAILS FOUO MARK

S-901521C BASEPLATE GUSSET SECTIONS AND

DETAILS

FOUO MARK & NEW SECTION

S-901522C BRACING CONNECTION DETAILS FOUO MARK & TABLE UPDATES

S-901523C BRACING CONNECTION DETAILS FOUO MARK, NEW DETAIL, CONN CHANGES

S-901524C BASEPLATE SECTIONS AND DETAILS FOUO MARK, BASEPLATE CHANGES

S-901525C BASEPLATE SECTIONS AND DETAILS FOUO MARK, WELD & ROTATE COLUMN

S-901526C LUBE OIL ROOM DETAILS FOUO MARK

S-901527C LUBE OIL ROOM DETAILS FOUO MARK

S-901530C LINK SECTIONS AND DETAILS FOUO MARK

S-901531C LINK SECTIONS AND DETAILS FOUO MARK

S-901532C LINK SECTIONS AND DETAILS FOUO MARK

S-901533C LINK SECTIONS AND DETAILS FOUO MARK

S-901534C LINK SECTIONS AND DETAILS FOUO MARK

S-901535C LINK SECTIONS AND DETAILS FOUO MARK

S-901536C LINK SECTIONS AND DETAILS FOUO MARK

S-901537C PIPE CHASE SECTIONS AND DETAILS NEW PIPE CHASE DETAIL DRAWING

S-901540C DAY TANK ROOM SECTIONS AND

DETAILS

FOUO MARK & REBAR/ANCHOR CHANGE

S-901550C EXHAUST TOWER PLANS, SECTIONS

AND DETAILS

FOUO MARK & COLUMN LINE ADDITION

S-901551C EXHAUST TOWER PLANS, SECITONS

AND DETAILS

FOUO MARK & PLATE UPDATE

S-901552C EXHAUST TOWER PLANS, SECITONS

AND DETAILS

FOUO MARK & PL & SECTION UPDATE

S-901560C HEMP SECTIONS AND DETAILS FOUO MARK & HEMP PL CLARIFICATION

S-901561C HEMP SECTIONS AND DETAILS FOUO MARK & DETAIL NAME CHANGE

S-901570C BALLISTIC WALL SECTION AND

DETAILS

FOUO MARK

S-901601C COLUMN SCHEDULE FOUO MARK & SCHEDULE UPDATE

S-901602C ANCHOR ROD SCHEDULE FOUO MARK AND TABLE UPDATES

S-901751C SEISMIC BRACE DETAILS - PENDANT

LIGHTING

FOUO MARK & WELD UPDATES

S-901752C SEISMIC BRACE DETAILS - PENDANT

LIGHTING

FOUO MARK & NOTE UPDATE

S-901753C SEISMIC BRACE DETAILS - CONDUIT

SUPPORTS

WELD & CONNECTION UPDATES

S-901768C SEISMIC BRACE & TYPICAL PIPE

SUPPORT DETAILS

WELD UPDATE

S-901769C SEISMIC BRACE & TYPICAL PIPE

SUPPORT DETAILS

NOTE DELETION

S-901770C SEISMIC BRACE & TYPICAL PIPE

SUPPORT DETAILS

MEMBER UPDATES & SECTION CHANGE

S-901771C SEISMIC BRACE & TYPICAL PIPE

SUPPORT DETAILS

DIMENSION UPDATE

S-901775C SEISMIC BRACE & TYPICAL PIPE

SUPPORT DETAILS

CHANNEL DELETION & NOTE UPDATE

S-901776C SEISMIC BRACE & TYPICAL PIPE

SUPPORT DETAILS

WELD UPDATE

Z-901201C HEMP INTERIOR PLATE ELEVATIONS UPDATES TO HEMP PENETRATIONS

Z-901700C HEMP PENETRATION SCHEDULE UPDATES TO PENETRATION TABLE

The following documents/drawings are deleted:

NONE

The following documents are added:

CP#3 Pre-Proposal Conference Attendee List (Sign-In Sheet) Pre-Proposal Conference and Site Visit Power Point Presentation (dated 24

October 2018) Other:

NONE

(End of Summary of Changes)

BUILDING STRONG®

Solicitation: W911KB19R0002 Pre-Proposal Conference & Site Visit

LRDR Power Plant, Fuel Offloading and Storage (LRDR Construction Package 3)

Clear Air Force Station, Alaska -- 24 October 2018

Agenda

Sign in with Erik Babb (Contract Specialist) All questions are required to be documented in Bidder Inquiries from this presentation.

9:00 – 9:15 Introductions/Opening Remarks

9:15 – 12:30 Presentation – CP#3 Requirement Highlights

12:30 – 1:30 Lunch TWC Cafeteria

1:30 – 2:30 Tour/Site Visit

LRDR Project Site

South Borrow Pit

Lake Sansing

Building 800 SSPARS “windshield” tour

Identify Haul Route

Project Schedule

Bidder Inquiries Open: 10 October to 21 Nov 2018 at 4:30 pm

Pre-Proposal Site Visit: 24 October 2018 at 9:00 am

Proposal Due Date: 3 December 2018 at 2:00 pm

Projected Award Date: 15 March 2019

Contracting

Aldone Graham

USACE

Contract Type

Best Value Trade-Off RFP

Contract will be Firm Fixed Price

Typical Proposal Shortfalls

Proposal Instructions Not Followed ► Recommend creating a Checklist

Proposal Submission Requirements are not clearly and/or completely addressed ► Recommend creating a Checklist

Statements in the Proposal are Not Well Supported Proposals are Not Well Organized & the Evaluator Must

Hunt for the Information Proposal Contains Deficiencies Which Preclude Award Proposals are not signed, Amendments not acknowledged Proposals are received after the due date/time

USACE – Chief, Missile Defense Branch

Mark “Rock” Derocchi

Black & Veatch Special Projects Corp (B&V)

PDC Engineers (PDC)

DOR Introductions

CP#3 Overview

John Hassed B&V

CP#3 Overview

Drawings ► Volume 1.1 – LPP Struct, Arch, FP, Mech (CP3-C)

► Volume 1.2 – LPP Elect, Comm, Sec, HEMP (CP3-C)

► Volume 2 – Civil, Fuel Offloading, Storage (CP3-F)

► Amendment 1 – Additional seismic bracing, fire wall rating change, attic handrail

► Amendment 2 – PPE and wage rate updates

► Amendment 3 – TBD

► See Legend Sheet G-100010C in CP3

Specifications (single volume)

Construction Overview

CP#3 is one of five LRDR MILCON projects.

Other LRDR project under construction at the same time as CP#3.

► CP 1 MCF - May 2017 to August 2019

► CP 2 ECF & Site Security - August 2018 to January 2021

► CP 3 LPP - March 2019 to July 2021

► CP 4 MF - January 2020 to September 2021

► CP 5 LES Foundation- March 2018 to August 2019

► Radar Prime - 2018 to 2020

► Radar Begins Testing – November 2019

Construction Packages

CP 1- MCF

CP 2- Security CP 3- LPP and Fuel

CP 4- MF

CP 5- Radar Foundation Radar Prime

Integration Plan

John Hassed

Integration Plan

Draft included as Attachment H to Spec Section 01 19 30.03 29 (Special Items).

Excerpt:

25 page procedure

Some items completed before BOD, some after BOD (see CLIN 0001A)

Final Integration Plan is a Government approved submittal

Integration Plan (cont.)

Example of pre-BOD/post-BOD (Excerpt from HEMP system integration)

Technical

Civil Engineering

Karen Brady Robert Posma

PDC

Civil Site Drawings CP 3 – Volume 2

South Entry - Until June 30, 2020

C-100102F

Laydown Area for CP 3

G-100005F, Quad 2

Radiation Hazard Zone

RESTRICTED

ACCESS AREA

AFTER NOV 2019

G-100005F, Quad 3

Existing Grade and Excavation at LPP

• Existing grade is 6” above bottom of footing

• CP 3 to remove 6” structural fill prior to constructing footers.

• See note 1 on S-901500C (AM#1)

C-100301F

Bid Option 3 – Paving

Includes:

-Removal of 8” Subbase -Installation of 6” base course -Paving -Pavement Marking -Concrete Sidewalk

C-100202F

Temp Power Laydown & Trailer Areas

The Government, CP#1, CP#5 and Prime Radar Contractors have provided temporary overhead and underground power to the Construction and Construction Office Trailer area.

As noted in 01 50 00.03 00, electrical power is being provided without charge but is not unlimited. Limitations are in place to maintain other CAFS mission and other requirements.

Individual Contract Limitations have been placed for each construction project. For CP#3 350KVA will be included in Section 01 50 00.03 00 Paragraph 3.3.1.

Reference Documents ► Drawing E-100102F

► Specification 01 50 00.03 00

Temp Power Trailer Areas

Shared with CP#1, CP#2, CP#5 and CP#3

Existing Overhead Pole mounted 75 kVA shared on Pole P7-5.

Actual Trailer configuration varies from schematic plan shown but will be coordinated after award.

TWC and Trailer area backed up with standby power.

Construction does not have backup power provided by the government.

Excerpt from E-100102F

Temp Power Laydown Areas

OH shared with

CP#1, CP#2, CP#5,

Radar Prime &

CP#3

3 Existing 150 kVA Xfmrs

CP#1 Removing substation area line after energizing

CP#1 and CP#5 Temp

Radar Prime extension

Excerpt from E-100102F

Structural Engineering

Brian Matlage

LRDR Site Plan

Primary LPP Structures

LPP Yard Structures Foundations

Yard Structures are Shallow Foundations Yard Structures are located in plan on S-901110C series

LPP Foundation Plan

LPP Building is Supported by a 3’ Thick Stepped Mat Foundation

• Shaded Region – Bottom of Foundation at 6’ Below FF

• Other Building Areas – Generally Bottom of Foundation at 9’ below FF

Cross Section Looking East

Controlled Low Strength Material (CLSM) Below Underside of Finished Floor Slab but Above HEMP Shield Protective Slab ► See Specification Section 03 81 10.03 00 for CLSM details.

Columns and Vertical Braces Extend Down to Top of Mat Fdn.

Shallow Attic is Provided for HEMP Plate Installation and Testing

LPP Framing Systems

Gravity Load Carrying System ► Structural Steel Framing Systems – Beams, Girders, Columns

► Generally, Wide-flange shapes for beam, girders and columns

► Hot-rolled Fabricated Trusses over the Generator Bay

► Cold-formed Metal Deck at Roof Level and Attic Level

Lateral Load Resisting System ► Braced Frame System with Vertical Bracing (HSS Braces)

► Metal Deck Diaphragms at Roof and Attic Level

Wall System ► Insulated sandwich-type metal wall panels

► HSS Girt System to Support Metal Wall Panels

Roof System ► Metal Roof Deck Supported by Wide-flange Beams

LPP to MCF Link Structure Concrete loading bearing walls/shear walls Steel floor and roof beams; floor consists of steel grating and checkered plate North end of Link structure cantilevers out over the MCF foundation, so that Link doesn’t load the MCF foundation.

MCF will be occupied late 2019.

Interface with MCF.

Excerpt from S-901531C Excerpt from S-901533C

Structural – Key Design Elements Risk Category V per UFC 3-301-01 & 3-310-04. Impacts Seismic, Wind, & Snow Loads

High Seismic Region

HEMP (High Altitude Electromagnetic Pulse)

Nonstructural Components - Seismic Certification of Equipment

Nonstructural Components - Seismic Bracing and Anchorage Design

Licensed Engineer with RC IV & V Seismic Bracing Design Experience Required per para 1.2.1 of 13 48 00.03 00

Risk Category

Risk Category – Level of Importance of a Facility ► Per UFC 3-301-01 and UFC 3-310-04

► All Buildings and Structures are Categorized Based Upon Their Importance and the Consequences of Failure

► Risk Category V is the Highest Level of Importance

► Design loads are significantly higher

► Requires that Mission-Critical equipment and systems must remain operational after the design seismic or wind events.

► See Specification 13 48 00.03 00, Table I for Risk Category

Nonstructural Components (NSCs) All Nonstructural Components are Not Treated Equally

► The design documents classify components into one of the three categories ( MC-1, MC-2, NMC). See spec 13 48 00.03 00

Seismic Response Spectra

Contractor will need the services of an engineer familiar with the design of seismic lateral bracing and anchorage of NSCs.

The seismic loads for equipment at grade can be determined from the Response Spectra data listed in Table II of Spec. Section 13 48

00.03 10 - Seismic Protection for Miscellaneous Equipment

Golder Site Specific Seismic Hazard Analysis - CAFS

Seismic In-Structure Response Spectra The seismic loads for equipment/piping/etc. that is supported/suspended from the attic or roof level steel can be determined from the In-Structure Response Spectra Graphs that are located in Attachment A of Spec. Section 13 48 00.03 00

Vertical Response Spectra Accelerations are higher than typically seen due to the project location

Forward data to contractors seismic engineer.

Seismic Bracing of Mech/Elect Systems Mechanical and Electrical Distribution Systems (pipe, cable tray, large conduits, etc.) that are suspended from overhead steel shall be laterally braced to maintain the integrity of the system during a seismic event.

The hangers and lateral bracing for many, but not all, systems have been designed and are defined in the construction documents.

The Contractor is responsible for any deviations from the seismic bracing design

Interface points have been selected and shown on the drawings.

The Contractor shall be responsible for design of the supports from the Contractor Interface (CI) point onward.

Pipe Support Layout Plan Drawings Start on Sheet S-901705C.

Each hanger/support is given a unique tag number in the plan view (e.g. GC-Z-067).

Contractor Bracing Design Interface point is identified by similar callout beginning with CI (e.g. CI-GC-027).

► Any system not shown on structural pipe support plans are the responsibility of the contractor e.g. Fire Protection.

Excerpt from Sheet S-901709C.

Data associated with each support tag is shown in a schedule.

Note: Support tags are unique. Pipe support details are not. (S-901747C)

The coordinate locations on the Contractor Interface Points can be found on sheet S-901734C.

Excerpt S-901735C

Contractor Design of Mech/Elect Supports

Supports and lateral bracing for nonstructural components that are designed by the Contractor shall comply with contract documents including specification sections:

► 13 48 00.03 00 – Seismic Protection of Miscellaneous

Equipment

► 13 48 00.03 10 – Seismic Protection of Mechanical Equipment

► 26 05 48.03 10 – Seismic Protection of Electrical Equipment of Mech/Elect Supports

The Construction Documents Identify Multiple Seismic Acceleration Evaluation Points Where Accelerations are provided based on In- Structure Response

Contractor will need to select appropriate points and document their selection in Contractor calculations

Excerpts from Attachment A of 13 48 00.03 00 of Mech/Elect Supports

Per 13 48 00.03 00, Paragraph 2.1, Contractor’s registered engineer must confirm that the building steel, to which the Contractor-designed commodity supports and bracing are attached, is capable of carrying the load that is delivered from the support.

Spare capacity in attic level steel is identified and may be utilized for Contractor-designed hangers and lateral bracing.

Seismic Submittals

Nonstructural Components – Mission Critical ► Equipment Seismic Certificate of Compliance

• Contractor/Manufacturer to Provide Certificate of Compliance

• Note: Even if Vendor has equipment qualified for California, it may or may not work for this site. Contract required response spectra to be used.

► Contractor Submittal Requirements are Extensive and Include a Large Number of Specified Submittals identified in the Submittal Register attached to 01 33 00.03 00

• Component Support and Lateral Bracing

• Component and Equipment Anchorage

• Documentation of an Independent Peer Review

• See Spec 13 48 00.03 00, Attachment B for a sample calculation

Electrical Engineering

Mike Abraham B&V

Robert Posma

Major Electrical Equipment 7 – 12.47kV, 3.25MW Continuous, Tier 2, 1800 RPM Diesel

Generators ► LPP includes space and underfloor conduit for future 8th generator and future associated electrical and mechanical equipment. Per the drawings, some elements are installed to support the 8th generator and some are deferred until later, such as the 8th generator MCC is deferred.

► Each generator will have redundant electric starters, batteries, and battery chargers.

► One generator will be a black start generator with additional 3rd starting battery/charger and additional CPT in the generator MVS.

Excerpt from E-901571C 49

All switchgear will be indoor, drip resistant.

► All conduits entering top require sealing hubs.

All switchgear will receive dual 125VDC control power feeds and uses best source diodes for automatic source selection.

All switchgear will include anti-condensation space heaters.

15kV redundant distribution switchgear in a main-tie-tie-main arrangement

15kV redundant generator paralleling switchgear

15kV generator switchgear – one per generator

15kV HEMP disconnect switches – for utility feeders and load bank feeders penetrating HEMP shield

Excerpts from E-901210C, E-901213C, E-901214C

12.47kV load bank – outdoors with integral PLC and designed for arctic conditions

480V redundant secondary unit substation in a main-tie-tie-main arrangement

Motor control centers and downstream low voltage equipment such as panelboards and dry type transformers.

Redundant 125VDC station battery systems

Redundant 125VDC to 208/120VAC inverters

The unshielded areas of the LPP, including the fuel storage area, will be powered via a HEMP filter and low voltage equipment such as panelboards and dry type transformers.

Excerpts from E-901220C, E-901215C, and E-901217C

Excerpt from E-100607C

Equipment Layout and Underfloor Conduit Stub-ups

The contractor is required to coordinate actual equipment sizes and conduit stub-up locations with actual equipment procured per below:

Excerpt from 26 20 00.03 00

Excerpt from A-901020C

Existing Electrical Distribution

Existing site includes a 138kV to 12.47kV Substation, two MCF main-tie-tie-main secondary unit substations, and one LES/radar main-tie-tie-main medium voltage switchgear.

Existing site includes three MV feeders from Substation to the “A” side main breakers/transformers of the MCF and LES SUSs/MVS.

The existing Substation generator and appurtenances will be disconnected by this project at the end of integration and relocated as part of Bid Option 4. See note 5 on sheet ED907107C for more information.

Existing Electrical Distribution

Excerpt from ED100606C

Electrical Distribution LPP will be powered via redundant 12.47kV feeders from the

Substation.

LPP will provide separate redundant 12.47kV feeders to the two MCF SUSs and LES MVS, powering both “A” and “B” side breakers/transformers and demo existing feeders, except below.

This project includes modifications to the existing MCF, LES, and Substation to facilitate integration per the Integration Plan. The integration work must be performed to minimize the required outages to existing systems.

Existing cables from LES feeder will be reused as part of new Substation to LPP feeder as stated below:

Excerpt from E-100606C

Seismic Protection of Electrical Equipment

26 05 48.03 10 – SEISMIC PROTECTION FOR

ELECTRICAL EQUIPMENT

► This specification defines that electrical equipment shall be seismically qualified and braced.

► MC-1, MC-2, and NMC designations are defined for different equipment types and locations.

► Bracing requirements include conduits and raceway.

► This specification requires a significant quantity of seismic submittals.

Power Control and Monitoring System (PCMS)

PCMS is a hot-redundant PLC based control system.

Provides control/monitoring of both electrical and mechanical equipment in the LPP.

► PCMS provides automatic and remote manual control of switchgear/generators. Local hardwired manual control is also provided at switchgear and generators.

New master PLCs, servers, and workstations will be installed in LPP.

New workstations will be installed in MCF.

Power Control and Monitoring System (PCMS)

Existing workstation will be integrated at the Substation.

Existing PCMS field equipment panels are installed in Substation, MCF, and LES that will be integrated into the new LPP head-end master PLCs, servers, and new and existing workstations.

Hardware will match existing PCMS components, as specified.

The PCMS will be integrated into the BMS system via redundant gateways.

BMS will be modified to accommodate new PCMS function.

Defined IO interface points are provided to the radar system for PCMS to radar integration, defined on E-901790C.

A PCMS simulator workstation will be provided in the LPP.

Power Control and Monitoring System

Excerpt from EI100610C 60

Power Quality Monitoring System (PQMS)

PQMS includes a new server/workstation in the LPP and network to connect the new and existing meters.

New meters will be installed in the LPP.

Existing meters in the Substation, MCF, and LES will be integrated into the new LPP server/workstation.

Hardware will match existing PQMS components.

PQMS is not a redundant system.

Protective Relaying

Microprocessor based protective relays will provide coordinated fault protection for the LPP medium voltage system.

Sophisticated relaying system with extensive use of differential relaying.

Protective relays will be connected to the PCMS network via communications processors and centralized access and monitoring of the relays will be provided at LPP.

Existing relays in the Substation, MCF, and LES will be integrated into the new LPP relaying software package and relaying schemes.

New relays are SEL and will match existing relay manufacturer, as specified.

Electrical distribution and generation will be tested and adjusted by a NETA or NICET technician per below:

Excerpt from 26 08 00.03 00

Electrical Coordination Study

The contractor is required to submit a coordination, load flow, arc flash, fault current, harmonics, and transient study per 26 28 01.03 10, based upon actual equipment being provided and actual conductor lengths.

A draft study is required to be submitted in conjunction with the shop drawings and product submittals.

A final study is required to be submitted with the final protective device settings.

Equipment data forms are attached to 26 28 01.03 10 and must be completed.

A coordination philosophy document is attached to 26 28 01.03 10.

Setting files are required to be submitted for all power devices:

Excerpt from 26 28 01.03 10

Electrical Coordination Study

26 28 01.03 10 requires extensive and thorough equipment modeling per below:

26 28 01.03 10 requires 9 study scenarios to be performed.

26 28 01.03 10 requires written narratives of logic used to arrive at settings.

26 28 01.03 10 requires analyses of the 125VDC system.

Very specific requirements for the study report are specified.

In summary, this extensive study is required to be detailed and thorough.

Excerpt from 26 28 01.03 10

LPP Electrical Redundancy

N+1 Feeders From Substation

N+1 Substation Utility Feeder HEMP Disconnect Switches

N+1 Distribution and Gen Paralleling MVS

N+1 Generators, Generator MVS, and Generator Auxiliaries

N+1 Secondary Unit Substations

N+1 Auxiliary Power MCCs

N+1 Generator MCCs

N+1 125VDC Station Battery Systems

N+1 208/120VAC Inverter Systems

N+1 Feeders to MCF SUSs and LES MVS

Generator support and auxiliary equipment such as generator MCC, generator starting battery, and generator controls are unitized, meaning that each generator has its own support equipment.

Switchgear configuration allows each generator to feed either distribution MVS bus.

PCMS Redundancy

PCMS is a redundant system, with redundant master PLCs, networks, HMI server, domain servers, and workstations.

Intelligent remote I/O (remote I/O with local logic capability) is located in each lineup of switchgear, which is redundant.

Redundant I/O is not required for each lineup of switchgear (i.e. two outputs wired in parallel to a single device).

I/O and HMI networks are separated.

Redundant fiber optic PCMS networks are required between buildings and to field panels/switchgear.

Excerpt from 25 10 11.03 00

Electrical Power System Coordinator

Intent: Ensure the Coordination between Subsystems and Proper Operation of the Power System as a Complete System.

A power system integration contractor is required for this project per below:

This requires one integration contractor to provide and be responsible for the PQMS, PCMS, generator, generator auxiliary, low voltage switchgear, and medium voltage switchgear systems.

This requires coordination of submittals for PQMS, PCMS, generator, generator auxiliary, low voltage switchgear, and medium voltage switchgear prior to submission of submittals.

Excerpt from 26 11 14.03 10 and other specifications

Golden Valley Electric Association (GVEA) Load Test

After the individual systems have been commissioned, the entire plant and all systems will be tested by executing the entire sequence of operations prior to integration, mid-integration (while the MCF/LES “B” feeders are connected to LPP but the “A” feeders are still connected to the Substation), and post-integration (both “A” and “B” feeders are connected to the LPP).

The pre-integration test will export power to GVEA up to the rated capacity of the LPP.

The mid-integration and post-integration tests will utilize actual MCF and LES/Radar loads.

Excerpt from 26 32 15.03 10 68

Communications

VOIP Telephone and NIPRNET Cabling Distribution ► Telephone and NIPRNET cabling and raceway systems provided.

Inside Plant and Outside Plant Fiber Optic Distribution ► Substantial amount of single mode fiber

A single fiber optic cable will be installed from the MCF Comm/CMC room to support IESS, telephone, NIPRNET, and fire alarm systems.

► Integrating the IESS and fire alarm systems into the existing head-end equipment is required.

For comm services to the unshielded portion of the LPP, a fiber optic cable is routed through a waveguide below cutoff (WBC) to penetrate the HEMP shield.

For Substation to LPP and LPP to MCF/LES feeders, direct relay-to-relay fiber optic cables are provided for differential and transfer trip communications for each feeder. These cables are shared with PCMS and PQMS networks.

Relaying/PCMS Communications

Excerpt from T-901602C 70

Integrated Electronic Security System

Background – ► CP#3 expands the Vindicator access control and intrusion and Prometheus CCTV systems provided under Contracts CP#1 and CP#2. All security systems will be monitored from Building 804 (Operational 2019).

► Diagrams of existing systems are shown on TY100601C, TY900601C, TY903601F and TY903602F.

► As shown on drawings, cable Routing from LRDR Complex to Bldg 804 is not in CP3 (i.e. already provided in another CP)

References:

► Vol 1 and 2 TY Drawings, ► Specifications 28 10 05.03 99, 28 20 00.03 00 and 28 20 01.03 10

Security System – LPP

Provide access control readers and intrusion detection at perimeter access points and roof hatches.

LPP security equipment for perimeter is entirely outside the HEMP shield as shown on TY9011xxC drawings.

Interface with CAFS Security (B804) through connection at MCF.

Excerpt from

TY901103C

Security System – Exterior

New Work Exterior/Bldg. 903 ECF ► Provide fixed CCTV at radiator and exhaust area between LPP and protection wall.

► New Cameras are connected to CP#2 provided fiber patch panels in FCB-10067001 and cross connected to existing CP#2 network switches.

Security System – Bldg. 804

The monitoring facility for the work at LRDR CP#1, CP#2 and CP#3 is located at the facility by SSPARS facility.

Vindicator Sole Source Justification and Approval provided as part of solicitation.

Modifications of Vindicator and Prometheus Systems at Bldg. 804/903 is required as part of work.

Building 804 is scheduled for completion end of 2019. Excerpt from TY804101F

Security System – Bidding

CLIN0003 – Security Equipment ► Purchase electronic components used in the Intrusion, Access Control, and CCTV systems.

► See TABLE 2 – See Section 00 11 01.03 00 for list of major security components

► Does not include engineering, raceways, wire, etc. nor installation and testing which is covered under other general construction CLINs otherwise covered by Division 26, 27, 28 or 33.

Excerpt from Section 00 11 01.03 00

Risk Management Framework (RMF or Cybersecurity)

Background –

►Does not apply to Electronic Security Systems which are accredited separately.

►Specification 01 91 19.03 29 Cybersecurity/Risk Management Framework Requirements.

►CP#3 expands existing systems provided under CP#1 and CP#2

►Revisions to programming of the BMS system will be required as part of PCMS implementation will have to be in accordance with BMS Cybersecurity requirements established under CP1.

(RMF or Cybersecurity)

Definitions - Section 01 91 19.03 29 Paragraph 1.3 ► Networked Devices

► User Account Support Levels

► Authorizing Authority will be the USAF.

Pre-Construction Submittals

Product Data integrated from technical sections

Confidentiality-Integrity-Availability (C-I-A) ► PCMS Low-Moderate-High

Process

Product Data & Shop Drawings ► Coordination of product selections from technical specifications

► Submittal of Related Information Processing Equipment and Drawings from those technical submittals

Cybersecurity Security Process ► Para. 3.1.1 Preliminary Information Confirmation.

► Para. 3.1.2 Verify and Add to Existing CP#1 and CP#2 Security Controls and draft modified Security Plan development

► Para. 3.1.3. Implement Security Controls

► Para. 3.1.4 Assess Security Controls includes self and government assessments.

► Para. 3.1.5 POA&M and Government Approval to Operate (ATO)

► Para. 3.1.6 Maintain Security Controls (If necessary) between ATO and Construction Completion Date or Government Maintenance.

Mechanical Engineering

Kirk Heer B&V

Matt Leistico

Major Mechanical and Plumbing Systems

LPP Serving MCF AND LPP Systems ► Fuel Oil (~M-901600C) (See Integration Plan)

Self-Contained in LPP ► Drains (Sanitary, Hazwaste Sumps, Roof Drains)

(~P-901620C)

► Lube Oil (Fresh and Used) (~M-901610C)

► Engine Coolant (Jacket & Aftercooler) (~M-901620C)

► DG Exhaust (~M-901650C)

► HVAC Airside Systems (~MH901600C)

► Gas Detection (CO, NOx, H2) (~MH901609C)

Service from MCF ► Potable Water & Industrial Water (~P-901620C)

► Compressed Air (~M-901640C)

► Heating Water (~MH901630C)

► Chilled Water (~MH901640C)

Drains - Sanitary P-901601C:

small extent of sanitary

Industrial water also shown here

Drains – Hazardous Collection

• P-901620C: Trench drains & sumps

Drains – Roof Drains P-901621C

► Special pipe material requirements

► Electric heat trace indoors

► Hydronic heat trace outdoors

► Insulated

Fuel Oil M-901600C

Provide fuel to MCF boiler before demo of temporary fuel system

Fuel forwarding on this sheet shown for control only. See volume 2 for more piping details in the fuel pump area

Compressed Air

M-901640C: MCF Serves LPP

HVAC – Airside Overall

MH901600C shows overview

HVAC – DG Bay Ventilation

MH901601C

► One P&ID represents several similar units/systems

• This multi-unit representation is typical through Volume

1 mechanical drawings

► Special requirements

• AHUs customized to fit space (e.g., staggered coils)

• System controls accommodate DG combustion air somewhat passively --- outdoor air is induced by DGs

• Exhaust fans have very low EXTERNAL static pressure requirements (intent is to prevent excess pressure in building)

• Non-Standard shop drawing / submittal preparation effort required by vendor.

HVAC – DG Bay Ventilation

MH901601C

represents several similar systems (that is, 7 contract + 1 future AHU)

Heating Water

MH901630C:

MCF serves LPP

LPP serves future building thru HXs

Local pumps distribute throughout

LPP

Hydronic heat trace for roof drains

Glycol Chilled Water MH901640C: MCF Serves LPP

Fire Protection Engineering

Sprinkler Summary

Pre-Action System in Generator Bay

Wet-Pipe Systems in Balance of Facility

N2 Generator

Water Supply from Fire Pumps in MCF

HIGH SEISMIC, Not NFPA 13 Basic (Typical) Design ► Specification 21 13 13.03 10, Paragraph 1.5.3.e.

► Fire Protection pipe supports to be designed by contractor

Mechanical Controls

LPP mechanical systems generally use PCMS control

Local unitary used generally (not exclusively)

Some control functions will interface with MCF systems

Selected notifications and alarms will be reported from unmanned PCMS in LPP to manned BMS in

MCF.

Seismic Protection of Mechanical Equipment

13 48 00.03 10 SEISMIC PROTECTION FOR

MECHANICAL EQUIPMENT

► This specification defines that systems and equipment shall be seismically qualified and braced.

► MC-1, MC-2, and NMC designations are defined for different equipment types and locations.

► Bracing requirements include piping and ductwork.

► This specification requires a significant quantity of seismic submittals.

► Special material requirements for piping systems e.g.

roof drains.

Mechanical Fuel Storage System Consists of:

► (4) 50,000 gallon, UL2085 bulk fuel tanks on a 1% sloped concrete pad.

• Future Expandable to 8 tanks (4 future tanks not in current contract)

► (2) 57 gpm base mounted pumps, Duplex fuel polishers in LPP space.

► Double Wall, Steel with PVC coating buried fuel piping between tanks and LPP and Truck fill connection points.

Excerpt from M-904101F depicted here

Consists of:

► All Fuel tanks, Fuel pumps, and Fuel suction pipe between tanks and LPP is Seismic MC-1

► Fuel tank Catwalks are also MC-1. Catwalks are supported as an independent structure mounted off the slab, and not the tanks. Catwalks are seismically designed per the contract documents.

M-904801F Depicted here

► Automatic Control valves only at bulk fuel tank inlet/outlet connections, all other locations are manual valves.

► Design team has conducted review and seismic support plan for fuel pipe as designated by square flags on plans. Remaining seismic design beyond flags to be preformed by the contractor.

► Fuel pipes penetrate the HEMP shield at the LPP buried, exterior wall (see Vol 1).

• M-904601F Depicted here, Flag note on legend M-904002F

Fuel Offloading Single fuel line to truck fill stand uses CP1 installed culvert, under CP2 installed fencing and sensor lines.

► Truck fill stand with protected fuel pipe connection box and fuel control/reporting panel

M-904101F Depicted here

Fuel used for Fuel System Testing ► The Contractor will provide all fuel necessary for fuel system testing.

► Fuel delivered to the system shall remain the property of the Contractor.

► The Contractor shall be responsible for the disposal of any contaminated fuel.

(per 33 08 55.03 00, 2.2.1 Fuel)

Fuel used during Generator Systems Testing (Initial testing and Training)

► The Contractor shall provide the fuel for all generator operation required for all startup, testing, commissioning, and training for all LPP systems, with exception of radar integration testing.

► Fuel for testing associated with integration of the LPP with the Radar using Radar load will be furnished by the government.

(per 26 32 15.03 10, paragraphs 3.6, 3.7 and 3.8)

Fuel Fill Requirements

Final Fuel Condition

At the completion of the project, the contractor shall provide clean fuel to fill:

All day tanks to their design capacities.

All bulk fuel storage tanks to 5 percent of their design capacities. (50,000 gallons x 0.05 = 2,500 gallons for each 50k gallon tank)

(per 33 08 55.03 00, 2.2.2 Final Fueling)

Fuel Fill Requirements

HEMP

Mike Abraham

HEMP – Overview

Standards ► MIL-STD-188-125-1 High-Altitude Electromagnetic Pulse (HEMP)

Protection for Ground-Based C4I Facilities Performing Critical, Time-urgent Missions Part 1 Fixed Facilities.

► MIL-HDBK-423 High-Altitude Electromagnetic Pulse (HEMP) Protection for Fixed and Transportable Ground –Based CFI Facilities Volume I Fixed Facilities

► MIL-HDBK-419A Grounding, Bonding, and Shielding for Electronic Equipments and Facilities

HEMP – Overview

Design Overview ► Work shall be performed per 13 27 54.03 10, which includes many requirements greater than MIL-STD-188-125-1, such as HEMP filter factory testing requirements.

► The shielded portion of the FPP will be shielded by a continuously welded metal shield plate composed of, generally, 1/8” ceiling plates, 1/4” floor (with exception to thickened plates under generators) and wall plates.

► Penetrations through the shielded volume are Points of Entry (POE) and must be constructed and tested in accordance with 13 27 54.03 10.

► POEs include shielded doors, shielded hatches, shielded conduit, wave-guides below cutoff (WBCs), HEMP Filter/ESA, and HEMP Disconnects.

Mission critical motors outside the HEMP shield are protected with Special Protective Measures (Radiators).

HEMP – Environmental Requirements

Facility Shield Plates shall be protected from corrosion due to weather before and after placement.

The floor and stem wall shielding materials shall be protected from the weather before and after placement.

All HEMP welding shall be performed protected from weather, not in direct sunlight, and in ambient temperatures specified in paragraph Project/Site Requirements.

Excerpt from Section 13 27 54.03 10

HEMP – LPP/MCF Link Design Overview

►There will be a shielded link between the LPP and adjacent MCF designed to convey personnel and utilities between the MCF and

LPP.

►The shielded volume of the LPP must be isolated from the existing shielded volume of the MCF during HEMP testing via placement of a temporary plate steel.

Excerpt from E-901101CExcerpt from E-100101C

HEMP – LPP/MCF Link

Excerpt from E-901310C

Excerpt from E-901310C

HEMP – HDS

Medium Voltage POEs will utilize HEMP Disconnect Switches (HDSs) at medium voltage penetrations and are placed at the incoming 12.47 kV feeder penetrations and outgoing load bank penetration.

Incoming Utility HDSs are rated 1600A

Outgoing Load bank HDS is rated 1200A

The HEMP disconnects withdraw conductors through WBCs when opened via an electric actuator.

Each HDS will include an integral PCMS intelligent remote I/O unit and can be operated remotely via PCMS or locally via front panel switches/buttons.

HDSs are specified in 13 27 54.03 10.

Excerpt from E-100607C

HEMP – HDS

Excerpt from E-901520C

HEMP Filter Factory Testing HEMP filter/ESA factory testing required in 13 27 54.03 10 greater than MIL-

STD-188-125-1 requirements.

Per 13 27 54.03 10, a variance to all but one HEMP filter/ESA factory tests is allowed if it can be documented that the same model number filter was tested and installed at a prior MDA project at Fort Greely or Eareckson AS.

The verification level PCI test must be performed with or without the variance.

Excerpt from 13 27 54.03 10

HEMP – Field Testing Phase 1 – QC Testing

► An independent testing specialist is not required

► In progress weld inspections of all primary shield welds

► One of the additional following tests:

• Magnetic particle weld tests

• Dye penetrant weld tests

• Bubble test (vacuum box)

• SELDS

Phase 2 – Preliminary SE Testing ► An independent testing specialist is not required

► Radiated test performed before equipment, concrete floor/wearslab, CLSM, and interior finishes are installed in the buildings, but after the shield is closed.

► Allows access to all areas of the shield to preform test and take corrective action

► Fewer frequencies are needed than the acceptance SE test

► Due to temporary 12.47kV penetration in MCF, MCF and LPP shielded volumes must be isolated during this test.

HEMP – Field Testing

Phase 3 – Shielding Effectiveness Acceptance Testing ► LPP Acceptance Testing will occur Pre-Integration

► An independent testing specialist is required

► Perform radiated testing per MIL-STD-188-125-1 Appendix A.

► Performed after construction is substantially complete and all equipment is installed

► No welding to the shield or penetrations to the shield are allowed after this test without retesting of the affected area.

► Perform PCI Testing on all HEMP Filters/ESAs

► MCF and LPP shielded volumes must be isolated during this test.

► 2nd Round of Shielding Effectiveness Acceptance Testing will be required for portion of the MCF around the link connection and where temporary MCF penetrations are sealed after integration (See Integration Plan)

Extended frequency – Baseline only ► The purpose of extended frequency testing is to establish baseline electromagnetic radiation (EMR) shielding effectiveness measurements.

► Similar test method to SE testing but higher frequencies

► No pass or fail criteria

HEMP – CLSM

HEMP shield floor will be covered with a concrete protective wear slab

CLSM (depth varies depending on location in LPP) will be poured between the concrete wear slab protecting the HEMP floor shield and the final finished floor slab.

The CLSM layer thickness is designed to accommodate multiple levels of underfloor conduit and piping trenches.

Generally, larger conduits with a larger elbow sweep radius are lower in the

CLSM.

The design depicts the minimum conduits to be installed in the CLSM.

Excerpt from E-901140C

Excerpt from E-901311C

HEMP – Special Protective Measures

MIL-HDBK-423, section 14 allows the use of special protective measures (SPMs) to protect mission critical motors that must be located outside of the shield

SPMs are applied to the LPP radiators located outside of the LPP facility and employ:

► Use of HEMP Filter/ESAs for the power penetration through the shield wall

► Use of TEFC motor with no electrical controls outside of the shield.

► Combination of PVC coated Rigid shielded conduit, flexible HEMP shielded conduit for conveyance of power to RF gasketed MOV enclosures, from MOV enclosure to the RF gasketed motor terminal housings.

Excerpt from E-901550C

HEMP Testing of SPMs is similar to that for other HEMP elements ► Pulse Current Injection (PCI) test HEMP

Filter/ESA

► PCI test the shielded conduit

► SE test piping WBCs

► The SPM shielded volume (shielded conduit and MOV enclosure) will be tested via SELDS

Excerpt from E-901553C

Excerpt from E-901554C

Continuous Metallic Piping Systems ► Specific piping locations indicated in HEMP specification section 13 27 54.03 10

► Requires piping connections to be welded, threaded, or flange with special requirements for flanged connections.

• Conductive metallic band, spanning both flanged edges.

HEMP Weld – Wall Plate at Girt

Shop Bend Plate to Lay Flat Against Girt

Single HCP weld at Overlap Joint

See excerpt from sheet S-901561C below

Commissioning

John Hassed

Commissioning

01 91 00.01 15 COMMISSIONING

► This specification identifies the contractor’s scope and role in the commissioning process. The Contractor to provide labor and material to perform all commissioning tests under Government direction.

► A significant number of equipment and systems requires commissioning.

Extensive Mechanical and Electrical Equipment List is provided as attachment to the specification.

► Commissioning must be coordinated with integration with existing systems.

► Draft Cx plan showing roles and responsibilities (R&R) is attached for informational purposes (Section 5 includes summary of R&R).

► The Government’s CxC will develop PFCs and FPTs with Contractor input.

► Contractor Basis of Bid Equipment List shall be submitted 10 working days after NTP.

Sustainability

John Hassed

Sustainability Standards

► High Performing Sustainable Building (HPSB) Guiding Principles

► UFC 1-200-02 High Performance and Sustainable Building Requirements

► ASHRAE 189.1 Standard for the Design of High Performance Green Buildings

Overview ► Official LEED certification will not be pursued, but sustainable strategies will be used

► LEED Reference is used throughout the specification sections as reference standard for specific credits, but certification is not required

► Air Force HPSB Checklist will be used to outline strategy

► Checklist can be found in specification 01 33 29

► Sustainability Notebook required to document compliance with HPSB checklist credits

3D Model Requirements

John Hassed

A BIM model is required.

3D Model requirements specified in 01 45 04.03 29

3D Model used to verify spatial coordination prior to construction placement

3D model is part of CQC with “virtual walkthrough” performed at weekly coordination meetings

Model follows USACE Minimum Modeling Matrix (M3) as modified by specifications

3-Dimensional Model

Temporary Workforce Camp

(TWC)

Jathan Garrett

TWC

Rooms and parking are allocated amongst contractors with three meals per day provided at no cost to the contractor.

► B-0530-0730; L-1100-1300; D-1700-2000

Recreation area, business center, laundry rooms each floor, WiFi, Satellite TV, 24-hour snack bar and shopette.

Details found in Spec 01 19 30.

Meals may be purchased at the camp for non-LRDR residents

Dry Camp

Limited Parking

No mail services

Tour/Site Visit

Site Visit

Site visit Photos

• Photography of or in the vicinity of Bldg 800 (existing operational radar) is prohibited.

Groups

• Personal Protective Equipment

• Hard Hat, Safety Glasses, Reflective Vests and Safety Boots required to exit bus in construction area.

Stay within eye sight of your Group Lead

Summary

Closing and follow-up

Safety

AM#3

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