Scope of Work

REVISION REVISIONCERTIFICATION CERTIFICATE

(DCC) NO. _____________________

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REV NO.

JO/EWO

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DATE

6/27/08 100% ISSUE FOR CONSTRUCTION

DESCRIPTION

ALL

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PMT OPRNS

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SAUDI ARABIAN OIL COMPANY

CONSTRUCTION SCOPE OF WORK FOR

BI-0273 JO-10-00273-0002

Saudi Aramco

DISCIPLINE ENGINEER

6/278

CORPORATE DATA CENTER

DATE: PROJECT ENGINEER

SSJ

CERTIFIED 6/27/08

Prepared by:

CONSTRUCTION AGENCY SSJ

6/27/08

OPERATIONS 6/27/08

ASA

6/27/08

June 27, 2008

DRAWING TITLE CONSTRUCTION SCOPE OF WORK

DHAHRAN

DWG.TYPE PLANT NO. INDEX

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THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF SAUDI ARAMCO. NO REPRODUCTION IN FULL OR IN PART SHALL BE OBTAINED FROM THIS DOCUMENT WITHOUT THE WRITTEN CONSENT OF ITS OWNER.

DATE:

BY:

DATE:

BY DRAWING COMPLETION CERTIFICATE

DATE:

CONTROL NUMBER

DATE:

APPROVAL/CERTIFICATION REQUIREMENTS,

EDSD VERIFICATION DATE:

OF THIS DRAWING IS COVERED, FOR ALL

0 THIS INDICATES THAT REV. NO.__________

Saudi Aramco 2616-ENG (03/99)

SSJ ALL

ENGG CERT

Construction Scope of Work – LSPB Data Center Contract – Table of Contents

ALL

1. Project Summary 1.1.

Project Description

1.2.

Description of Phases

1.3.

Work Permits / Safety and Security Requirements / Site Queries

JO/EWO

0002 6/27/08

Saudi Aramco Standard Drawings

2.2.

Other Applicable Standards

3.1.

Industry Codes, Standards And Specifications

3.2.

SAUDI ARAMCO Standards, Specifications, Gen .Instructions and Safety Manuals

3.3.

Saudi Electric Company (SECO) Standards

3.4.

Material Specifications

3.5.

Project Drawings

3.6.

Vendor’s Drawings

3.7.

As-Built Drawings

4. Detailed Description of Work, Phase 200/400 - Civil / Structural / Architectural

DISCIPLINE ENGINEER

4.1.

General

4.2.

Architectural Systems

4.3.

Structural

4.4.

General Site Requirements

CERTIFIED

4.5.

Demolition

6/27/08

4.6.

Survey and Layout of Facilities

4.7.

Site Preparation and Earthwork

4.8.

Landscaping and Irrigation

4.9.

Road and Parking Construction

4.10.

Raw Water System

4.11.

Drinking Water (Sweet Water) System

4.12.

Sanitary Sewer System

4.13.

Drainage System

4.14.

Site Electrical Work

4.15.

Site Telecommunications Work

4.16.

Site Painting and Coating Work

4.17.

Site Structural Concrete

6/278 DATE: PROJECT ENGINEER SSJ DATE:

6/27/08

DATE:

CONSTRUCTION AGENCY SSJ DATE:

6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________


CONTROL NUMBER APPROVAL/CERTIFICATION REQUIREMENTS,


EDSD VERIFICATION


BY:

6/27/08

DATE:


2.1.

3. Codes, Standards and Specifications

00

REV NO.

DATE

DESCRIPTION

100% ISSUE FOR CONSTRUCTION

2. Project Drawings



DOC

CORPORATE DATA CENTER DHAHRAN

SAUDI ARABIA

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5. Detailed Description of Work, Phase 500 – Equipment / Mechanical

100% ISSUE FOR CONSTRUCTION 0002 6/27/08

DESCRIPTION JO/EWO DATE

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REV NO.

SSJ 6/27/08

CERTIFIED


6/27/08

OPERATIONS ASA 6/27/08

5.3.

HVAC Air Systems

5.4.

HVAC Hydronic Systems

5.5.

Plumbing and Sewage System

5.6.

Fuel System

6.1.

General

6.2.

HVAC Piping

6.3.

Plumbing Piping

6.4.

Fuel Piping

6.5.

Fire Protection Piping

7.1.

General

7.2.

Project Requirements

7.3.

Medium Voltage Systems

7.4.

Low Voltage Systems

7.5.

Back-up Power Systems

7.6.

Data Hall / Raised Floor Power Distribution Systems

7.7.

Lighting Systems

7.8.

Fire Alarm Systems and Public Address System

7.9.

Closed Circuit Television and Access Control Systems

7.10.

Ancillary Systems

8. Detailed Description of Work, Phase 800 – Instrumentation and Communications 8.1.

HVAC Control System (BMS)

8.2.

Electrical Power Monitoring System (EPMS)

8.3.

Structured Cable Plant

8.4.

Data Networking Systems

DATE: (DCC) NO. _____________________

BY:

9. Detailed Description of Work, Phase 900 – Painting / Coating / Insulation




EDSD VERIFICATION

DATE:



6/27/08

DATE:


5.2.

7. Detailed Description of Work, Phase 700 – Electrical

6/278 DATE: PROJECT ENGINEER

DATE:

General

6. Detailed Description of Work, Phase 600 – Piping

DISCIPLINE ENGINEER

DATE:

5.1.

9.1.

General

9.2.

Coating and Painting

9.3.

Insulation



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DESCRIPTION

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10. Testing 10.1.

DHAHRAN

Commissioning

11. Special Technical Requirements 11.1. Tie-Ins

11.2. As-Built Drawings

12. Pre-Commissioning

DISCIPLINE ENGINEER


SSJ

CERTIFIED 6/27/08


6/27/08

OPERATIONS 6/27/08

ASA

6/27/08



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BY:

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CONTROL NUMBER

DATE:


EDSD VERIFICATION DATE:




SSJ ALL

ENGG CERT

SECTION 1.0 - PROJECT SUMMARY

ALL

This Construction Scope of Work, together with the Drawings, applicable Saudi Aramco Standards and Specifications listed in the project documents constitute the basis for the complete Work to be performed by the Contractor.


JO/EWO

0002

1.1

6/27/08

In case of any conflict between the contract documents, the Contractor shall inform Saudi Aramco Representative and receive his directions before taking any further action. Project Description This Scope of Work identifies the WORK required to construct a new Corporate Data Center for Saudi ARAMCO. CONTRACTOR shall construct/install the facilities in accordance with this Scope of Work. The Project Drawings provide construction locations, dimensions, layouts and installation details. The term CONTRACTOR shall also include all his subCONTRACTORs and vendor. All work will be scheduled to use materials on hand at time of scheduling.

00

REV NO.

DESCRIPTION

Contractor shall work on the basis of this Construction Scope of Work, Construction Specifications and Project Drawings as indicated on the Drawing Control Sheet HD-174991. Construction Scope of Work, Specifications and Drawings are complementary and are not to be used separately. Any item mentioned in Scope of Work and not shown on drawings or shown on drawings but not mentioned in Scope of Work shall be of like effects as if shown or mentioned in both.

DATE

The Scope of Work describes the technical contents of the activities required for the project. It shall be read in conjunction with other Contract Schedules of the Construction Contract and Construction drawings to obtain a complete understanding of the full requirements of the Contract.

DISCIPLINE ENGINEER


The WORK includes, but is not limited to:

SSJ DATE:

6/27/08

1.1.1

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE:

In addition to the data halls, there will be an office component, back of the house critical infrastructure spaces and a security/gatehouse. 1.1.2

(DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

Project Phasing. This project will provide a facility with a raised floor area of approximately 6,000 square meters. The raised floor is divided into four data halls of 1,500 square meters each. It is anticipated that the mission of this facility will require growth over time, so the design concept provides for planned expansion. The sitework, architecture, mechanical and electrical designs allow for ease of future construction. For example, in the areas beside the data halls, all unsuitable subgrade material will be excavated, removed and replaced with select fill so that when the second phase of construction begins no highvibration excavations will be needed. This idea is repeated in all the other design disciplines. In addition, the critical support infrastructure design is such that the expansion can be accomplished with minimal impact to ongoing operations.

Demolition of utilities, pavement, and other structures on the site; site clearing; and disposal of material offsite.



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Site Preparation. The contractor shall survey the site; establish horizontal and vertical controls; provide site clearing and grubbing; remove unsuitable subgrade material; haul in select fill and established grades to +/- 200mm of expected final grades; establish road bases along design centerlines; provide interim storm drainage measures; construct a contractor storage area; construct temporary contractor access gate as needed; establish site security and fencing; excavate the site for foundations; provide final storm drainage; install road network and sidewalks; provide car parking and bus drop-off and bus shelter; and develop utility connections. A contract administrative support trailer area will have been provided by others prior to start of construction.

1.1.4

Contractor shall submit statement method and construction sequencing to minimize the interruption of the normal operation of existing utilities and traffic circulation. Such plans shall be submitted to Saudi Aramco Representative and concerned utilities department for approval prior to start of constru The Contractor shall perform continuous site clean-up during the project and after demobilization and shall adhere to Saudi Aramco Quality and Safety Procedures. Testing of all materials shall be done at Contractor’s expense by an independent Saudi Aramco approved laboratory or independent laboratory chosen by Saudi Aramco.

0002

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1.1.3

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Testing and commissioning of all the works by Contractor shall be done by qualified personnel. 1.1.5

Due to the critical nature of the facility, it is designed with redundant power, cooling and communications systems. In addition, redundant systems are housed in separate “compartments” to minimize the possibility of a failure of one system causing a failure in the redundant system or both systems being affected by the same event. There are also sophisticated monitoring, control, fire detection and fire prevention systems.

1.1.6

Saudi Electric Co. (SECO) will be building a new substation adjacent to the facility. This substation will be fed by redundant transmission lines and will have redundant transformers and 15 KV feeders going to the facility. This project includes all cables, conduits and wiring from the SECO provided manholes at the substation fence to the new CDC facility.

1.1.7

The following is the main criteria for the facility: • 6000 m2 of computer raised floor with a maximum of 1500 m2 area in individual compartments • Buildings constructed to support 100 watts/ft2 computer floor power and cooling density initially with expansion capability up to 200 watts/sf • Concurrently maintainable: systems allow maintenance of any component without affecting computer room operation • Compartmentalization: total loss of any support room and internal equipment will not affect computer room operations • Infrastructure such as piping, conduits, and future equipment connections installed for 200 watts/ft2 computer floor power and cooling density

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

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•

ALL

•

Master plan allows future expansion to 200 watts/ft2 computer floor power and cooling density Master plan allows future expansion to 9,000 m2 computer floor area with the same total capacity for power and cooling as 200 watts/ft2 over 6000 m2 Systems for delivery of critical power to computer floor including generators and UPS populated with equipment with a total capacity less than 100 watts/ft2

Also, additional capacity was built into the design to avoid expansion problems for the following systems:

JO/EWO

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1.1.8

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DESCRIPTION


• • • • • • • • • • •


1.1.9

SSJ 6/27/08

CERTIFIED

The main critical support components consist of diesel generators, static UPS systems and flooded cell batteries.


6/27/08

OPERATIONS

1.1.10

The mechanical support system is comprised of water cooled chillers with cooling towers, a thermal storage tank and CRAH’s in galleries along the perimeter of the raised floor.

1.1.11

Fire detection/protection consists of an addressable fire alarm system, high sensitivity detection, pre-action sprinklers and clean agent gaseous suppression system.

ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION


BY:

6/27/08

DATE:


The electrical system will consist of oil filled exterior transformers feeding interior switchgear. 15 KV feeders will be run underground from the substation to the transformers with overhead cablebus being run from the transformers to the interior switchgear. From the switchgear, feeders are then run via duct bank, trench and cablebus to the various distribution systems.

6/27/08

DATE:

DATE:

The building will consist of precast wall panel exterior walls, and a combination of precast double T and hollow core roof panels. The data halls will have raised floor for air and power distribution while the balance will be slab on grade.

DISCIPLINE ENGINEER

DATE:

Primary Power Substation and Transmission Line Capacity Central Chiller Plant Area Computer Room Air Handling (CRAH) Unit Area Fresh Air And Humidification Air Handling Systems Electrical And Instrumentation Conduits Cooling Tower Sumps Water Piping Water Tanks Diesel Tanks Remote Power Panels (RPPs) Structure For Computer Compartments

1.1.120 There will be a building management system controlling and monitoring the critical mechanical system and an EPMS system monitoring the critical electrical systems.



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PMT OPRNS


ALL ALL

Phase 200/400 Phase 500 Phase 600 Phase 700 Phase 800 Phase 900

0002 6/27/08


1.3

-

Civil / Architectural / Structural Mechanical Piping Electrical Instrumentation and Communications Coating / Painting / Insulation

Work Permits/Safety and Security Requirements/Site Queries 1.3.1

CONTRACTOR shall obtain work permits before commencement of any WORK. (Refer to G.I.2.100) Coordination with SAPMT will be done prior to excavation or thrust boring to be checked and confirm underground utilities and special care is to be taken on overlapping utilities like electrical, instrument, telecommunications and other piping.

1.3.2

CONTRACTOR shall comply with all SAUDI ARAMCO Construction Safety Manual and Engineering Standards and Saudi Arabian Government Safety Regulations during the performance of the WORK.

1.3.3

CONTRACTOR to provide routes to and from work areas and an emergency evacuation procedure plan/route for approval.

1.3.4

CONTRACTOR (including all sub-CONTRACTORs) shall be able to identify his workers by having color-coordinated coveralls with CONTRACTOR’s name on them. The hard hats will match and have CONTRACTOR’ and employees’ names and position on them.

1.3.5

CONTRACTOR shall remove excess materials, tools, trash etc. from each work location on a daily basis. Areas shall be kept neat and clean during the day.

1.3.6

CONTRACTOR shall request a site query for any clarification or change in the scope prior to execution. All Site Queries shall clearly state, “change in scope” or “no change in scope”. All change orders shall refer to the appropriate site query number. After the fact site queries with a “change in scope” shall not be allowed. CONTRACTOR shall maintain a site query log in SAUDI ARAMCO Representative agreed format. The log shall include a complete history including all dates.

1.3.7

CONTRACTOR shall request and SAUDI ARAMCO Representative shall issue Work Permits, Cold Work Permits and all other permits in accordance with Section 29 of the SAUDI ARAMCO Construction Safety Manual. CONTRACTOR shall request and SCECO shall issue Work Permits for work under and on either side of SCECO Power Line/fence. Work Permits shall only be issued to CONTRACTOR personnel who are certified to receive permits.

1.3.8

CONTRACTOR shall initiate timely requests for Work Permits per G.I. 2.100 to

00

REV NO.

Description of Phases The WORK phases shall be:


ENGG CERT

SSJ

1.2

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

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1.3.8.1

CONTRACTOR shall obtain a Work Permit before working in any area and shall obtain dual signatures required where work encroaches within 30-meters or less of the boundary between existing facilities.

1.3.8.2

CONTRACTOR shall notify SAUDI ARAMCO Representative and apply for Hot Work/Cold Work permits TWENTYFOUR (24) HOURS in advance.

1.3.8.3

CONTRACTOR shall obtain all Work Permits for each day PRIOR to the main workforce arriving at the site.

1.3.8.4

All daily work permits shall be obtained prior to the CONTRACTOR work force starting time.

00

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DATE

6/27/08

0002

JO/EWO

DESCRIPTION


ALL

ALL

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SSJ

avoid unnecessary delay.

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

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The WORK shall conform to the latest revision of the SAUDI ARAMCO Standard Drawings listed below, other Standard Drawings as applicable and the Project drawings as listed in the Drawing Control Log:

ALL

ALL

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SSJ

SECTION 2.0 - PROJECT DRAWINGS

2.1

SAUDI ARAMCO Standard Drawings

00

REV NO.

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DESCRIPTION


Index

DISCIPLINE ENGINEER


Drawing No.

Sheet

A A A A B J P

AE-036204 AB-036227 AB-036305 AC-036950 AB-036789 AD-036031 AB-036326

P

DD-950022

P

AD-036874

P P P

AB-036319 AB-036326 AB-036398

Q S S

AB-036322 AD-036009 DB-950078

T

AA-036373

001

T

AA-036748

001

T

AB-036897

001

001 001 001 to 012 001 001

6/27/08

CERTIFIED 6/27/08

DATE:

Letter Identification Of Lines Piping Symbols Equipment Symbols Instrument Symbols Symbols Fire Fighting Equipment Nameplate Details for Instrument Boards Standard Sign Underground Electric Cable Details Of Ground Connections Installation of Direct Buried Electrical Cable and Conduit Standard Sign, Danger High Voltage Keep Away Standard Sign, Underground Electric Cable Street Lighting Details Anchor Bolt Details

SSJ DATE:

Title

Concrete Thrust Block Details for Utilizing Pipelines PVC Direct Buried/Encased Conduit, Typical Installation Buried Telephone Cables/Distribution WiresInstallation Details Buried/Underground Cable Route Marker Posts and Sign


6/27/08

OPERATIONS

2.2

Other Applicable Standards

ASA

SAMA Standard PMC-33-1

RFI/EMI Noise Immunity

EEE-STD.472-1989

Guide for Surge Withstand Capacity

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


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3.1

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SECTION 3.0 - CODES, STANDARDS AND SPECIFICATIONS Industry Codes Standards And Specifications

ALL

The WORK shall conform to the latest edition of the following Industry Codes and Specifications. Code

Title

AASHTO T180 AASHTO T191 AASHTO T193 AASHTO AASHTO-1993 ACI ACI-318 ACPA AISC AISI ANSI ASD, 9th Edition ASCE/SEI-05 ASCE 7-95 ASHRAE STD 15 ASHRAE STD 52 ASHRAE STD 55 ASHRAE STD 62 ASHRAE STD 111

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


AASHTO M17

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS

ASHRAE Handbook ASHRAE Handbook ASHRAE Handbook ASHRAE Handbook ASTM D-1556 ASTM D-2049 ASTM D-2167 ASTM D-2922

ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

ASTM D-422 ASTM D-698 AWWA C207 AWWA C950 AWS D1.1 AWS D1.4 BICSI CMAA CRSI

Standard Specification for Mineral Filler for Bituminous Paving Mixtures. AASHTO The Quality of Compaction. AASHTO Field Density Determination. The California Bearing Ratio. American Association of State Highway and Transportation Officials. AASHTO Guide for Design of Pavement Structures. American Concrete Institute Building Code Requirements for Reinforced Concrete American Concrete Pipe Association. American Institute of Steel Construction, Inc. American Iron and Steel Institute. American National Standard Institute Steel Construction Manual – Allowable Stress Design American Society of Civil Engineers. Minimum Design Loads for Building and Other Structures Safety Code for Mechanical Refrigeration Filters, Testing Air-Cleaning Devices Thermal Environmental Conditions for Human Comfort Ventilation for Acceptable Indoor Air Quality Practice for Measurement, Testing, Adjusting and Balancing of HVAC Systems HVAC Applications Systems and Equipment Fundamentals Refrigeration Test for Density of Soil in Place by the Sand Cone Method Standard Methods of Test for Relative Density of Cohesion less Soil Test for Density of Soil in Place by the Rubber Balloon Method Density of Soil and Soil Aggregate in Place by Nuclear Methods (Shallow Depth) Particle Size Analysis of Soil Standard Methods of Test for Moisture - Density Relations of Soil Steel Pipes Flanges for Waterworks Service Fiberglass Pressure Pipe Structural Welding Code - Steel Structural Welding Code - Reinforcing Steel Building Industry Consulting Services International Telecommunications Methods Manual Crane Manufacturer’s Association of America Concrete Reinforcing Steel Institute.



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THIS DRAWING AND T HE INFORMATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF SAUDI ARAMCO. NO REPRODUCTION IN FULL OR IN PART SHALL BE OBTAINED FROM THIS DOCUMENT WITHOUT THE WRITTEN CONSENT OF ITS OWNER.


ASA

PMT OPRNS


ALL

ALL

ENGG CERT

SSJ

IEEE IPC ISO MOT

NFPA 70 NFPA 72 NFPA 90A NICS PIP CVS 02100 REA PE-39 REA PE-89 SASC SASO SMACNA 1993 SMACNA 1995 SMACNA 1992

00

REV NO.

DATE

6/27/08

0002

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DESCRIPTION


MSS NEC NEMA NESC (ANSIC2) NFC NFPA 250 NFPA 10 NFPA 30 NFPA 37

DISCIPLINE ENGINEER

SSA SSPC TIA/EIA


UBC UL UMC UPC

6/27/08

CERTIFIED 6/27/08

DATE:

Institute of Electrical and Electronics Engineers International Plumbing Code – 2006. International Organization for Standardization. Ministry of Transport General Specifications for Road and Bridge Construction. Manufacturers Standardization Society of Valves and Fittings Industry. National Electric Code. National Electrical Manufacturers Association National Electrical Safety Code National Fire Code Enclosures for Electrical Equipment (100 Volts maximum) Standard for Portable Fire Extinguisher Flammable and Combustible Liquids Code Standard for the Installation and Use of Stationary Combustion Engines and Gas Turbines. National Electrical Code Installation Maintenance and use of Protective Signaling Systems Installation of Air Conditioning and Ventilating Systems National and International Codes and Standards Site Preparation, Excavation and Backfill Specification. Filled Telephone Cables Filled Telephone Cables with Expanded Insulation SAUDI ARAMCO Sanitary Code Saudi Arabian Standard Organization HVAC Systems-Testing, Adjusting and Balancing, 2nd edition HVAC Duct Construction Standards-Metal and Flexible, 2nd edition Fire, Smoke and Radiation Damper Installation Guide for HVAC Systems, 4th edition Saudi Arabian Standard Organization Steel Structures Painting Council. Telecommunications Industry Association / Electronic Industries Association Uniform Building Code Underwriter’s Laboratory Uniform Mechanical Code Uniform Plumbing Code


6/27/08

3.2

SAUDI ARAMCO Standards, Specifications, General Instructions and Safety Manuals:

OPERATIONS

The WORK shall conform to the November 2001 listing of all SAUDI ARAMCO Standards and Specifications specifically including the following:

ASA 6/27/08

DATE: (DCC) NO. _____________________

BY:

Code






EDSD VERIFICATION

DATE:

Title

SACSM SAEP-1142 SAEP-1150 SAEP-1152 SAEP-1154 SAEP-122

Saudi Aramco Construction Safety Manual Qualification of Non-Saudi Aramco NDT Personnel Inspection Coverage on Projects Approval Procedure for Ready-Mixed Concrete Mix Design Guidelines for Contractor’s Quality Plan Project Records



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SAEP-127 SAEP-310 SAEP-3102

ALL

SAEP-327 SAEP-332

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


SAES-A-005 SAES-A-007 SAES-A-100 SAES-A-102 SAES-A-105 SAES-A-111 SAES-A-112 SAES-A-113 SAES-A-114 SAES-A-202

DISCIPLINE ENGINEER


6/27/08

Security and Control of Saudi Aramco Engineering Data Pipeline Repair and Maintenance Equipment and Spare Parts Data Requirements for SAPMT Originated Requisition Disposal of Wastewater from Cleaning, Flushing and Hydrostatic Testing Cathodic Protection CommissioningSAES-A-004 Pressure Testing Safety Instruction Sheets Hydrostatic Testing Fluids and Lay-up Procedures Survey Coordinates and Datums Air Pollutant Emission Source Control. Noise Control Borrow Pit Requirements Meteorological and Seismic Design Data Geotechnical Engineering Requirements. Excavation and Backfill Saudi Aramco Engineering Drawing Preparation

SAES-B-008 SAES-B-014 SAES-B-019 SAES-B-054 SAES-B-055 SAES-B-062 SAES-B-064 SAES-B-067 SAES-B-068 SAES-B-069

Restrictions to Use of Cellars, Pits, and Trenches Safety Requirements for Plant Operations Support Buildings Portable, Mobile and Special Fixed Firefighting Equipment Access, Egress and Materials Handling for Plant Facilities Plant Layout Onshore Wellsite Safety Onshore and Nearshore Pipeline Safety Safety Identification and Safety Colors Electrical Area Classification Emergency Eyewash and Showers

SAES-D-109

Design of Small Tanks

SAES-G-005 SAES-G-101

Centrifugal Pumps Regulated Vendors List for Pumps and Mechanical Seals

SAES-H-001 SAES-H-002 SAES-H-002V SAES-H-003 SAES-H-100 SAES-H-101 SAES-H-101V SAES-H-102 SAES-H-200

SAES-H-203

Selection Requirement For Industrial Coating Internal and External Coatings for Steel Pipelines and Piping Approved SAUDI ARAMCO Data Sheets Coating Requirements for Concrete Surfaces Painting Requirements For Industrial Facilities Approved Protective Coating Systems Approved SAUDI ARAMCO Data Sheets - Paints and Coatings Safety Requirements for Painting Storage, Handling and Installation of Pipe Externally Coated with Fusion Bonded Epoxy or Polyethylene General Specification for Over-the-Ditch External FBE Coating of Field Girth Welds Hand-Applied Tape Wrapping of Buried Pipe

SAES-J-003 SAES-J-004 SAES-J-005

Basic Design Criteria Instrument Symbols and Identification Instrument Drawings, Forms and Drafting Procedure

CERTIFIED 6/27/08

DATE:


6/27/08


DATE: (DCC) NO. _____________________

BY:

SAES-H-201






EDSD VERIFICATION

DATE:



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

13 OF 113

00

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ASA

PMT OPRNS


Electrical System For Instrumentation Emergency Shutdown and Isolation Systems

SAES-K-001 SAES-K-002 SAES-K-100

Heating, Ventilating and Air Conditioning (HVAC) Air Conditioning Systems for Essential Operating Facilities SAUDI ARAMCO Mechanical (HVAC) Code

SAES-L-100 SAES-L-101 SAES-L-102 SAES-L-105 SAES-L-108 SAES-L-109 SAES-L-110 SAES-L-113 SAES-L-125 SAES-L-132 SAES-L-136 AES-L-450 SAES-L-460 SAES-L-610

Applicable Codes and Standards for Pressure Piping Systems Regulated Vendors List for Pipes, Fittings and Gaskets Regulated Vendors List for Valves Piping Material Specifications Selection of Valves Selection of Flanges, Stud Bolts and gaskets Limitations on Pipe Joints and Components Corrosion Protection Requirements for Pipelines/Piping Safety Instruction Sheet for Piping and Pipelines Material Selection for Piping Systems Selection and Restrictions of Carbon Steel Pipe Construction of On-Land and Near-Shore Pipelines. Pipeline Crossings Under Roads and Railroads Nonmetallic Piping

6/27/08

SAES-M-001 SAES-M-006 SAES-M-100

Structural Design Criteria for Non-building Structures SAUDI ARAMCO Security and General Purpose Fencing SAUDI ARAMCO Building Code

00

SAES-N-001

Basic Criteria External Insulation

SAES-O-100 SAES-O-101 SAES-O-105 SAES-O-112 SAES-O-119

General Requirements, Safety and Security Standard Security Fence - Type I Gates in Perimeter Fences. Communications Work Permit Procedures

SAES-P-100 SAES-P-101 SAES-P-103 SAES-P-104 SAES-P-107 SAES-P-111 SAES-P-113 SAES-P-114 SAES-P-116 SAES-P-119 SAES-P-121 SAES-P-123 SAES-P-126 SAES-P-302 SAEP-1023

Basic Power System Design Criteria Regulated Vendor’s List for Electrical Equipment Direct Current and UPS Systems Wiring Method and Materials Overhead Distribution Systems Grounding Motors and Generators Power System and Equipment Protection Switchgear and Control Equipment Onshore Substation Transformers, Reactors, Voltage Regulators Lighting Power Monitoring System Waiver of Mandatory SAUDI ARAMCO Engineering Requirements CONTRACTOR Quality Assurance & Quality Control

SAES-Q-001

Criteria for Design and Construction of Concrete Structures

REV NO.

DATE

0002

JO/EWO

DESCRIPTION


ALL

ALL

ENGG CERT

SSJ

SAES-J-902 SAES-J-601

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

14 OF 113

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PMT OPRNS


ALL

ENGG CERT

SSJ

SAES-Q-005 SAES-Q-006 SAES-Q-010

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


ALL

SAES-Q-011 SAES-Q-012

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

Concrete Foundations Asphalt Concrete Paving Cement Based Non-shrink Grout for Structure & Equipment Grouting Epoxy Grout for Machinery Support. Criteria for Design & Construction of Precast and Prestressed Concrete Structures.

SAES-S-010 SAES-S-020 SAES-S-030 SAES-S-040 SAES-S-050 SAES-S-060 SAES-S-070

Sanitary Sewers Industrial Drainage and Sewers Storm Water Drainage Systems Saudi Aramco Water Systems Sprinkler and Standpipe Systems in Buildings Saudi Aramco Plumbing Code Installation of Utility Piping Systems

SAES-T-000 SAES-T-018 SAES-T-151 SAES-T-435 SAES-T-603 SAES-T-624 SAES-T-628 SAES-T-629 SAES-T-631 SAES-T-632 SAES-T-633 SAES-T-634 SAES-T-795 SAES-T-830 SAES-T-903 SAES-T-906 SAES-T-911 SAES-T-912 SAES-T-914 SAES-T-916 SAES-T-920 SAES-T-928 SAES-T-938

Telecommunications Standards Introduction and Indices Telecommunications Symbols, Abbreviations and Definitions Communication D.C. Power System Telecommunications: Station Protection Safeguard and Warning Devices Telecommunications Outside Plant – Fiber Optic Cables Underground Cable Telecommunications - Buried Cable and Wire Communications Cable Terminals Communications Cable Splicing Communications Splice Closures Telecommunications - Cable Testing and Acceptance Facilities Grounding System Voice Frequency Loop Transmission Objectives Electrical Protection - Outside Plant Telecommunications – Structural Coordination Telecommunications Conduit System Design Communications Feeder Cable Telecommunications Distribution Cable Communications Building Cable Systems Telecommunications Cable Information Telecommunications - OSP Buried Plant Telecommunications: Outside Plant, Systems Design

SAES-W-012 SAES-X-400 SASC-S-02 Schedule ‘Q’

Welding Requirements for Pipelines Cathodic Protection of Buried Pipelines Saudi Aramco Sanitary Code Quality and Control, Inspection and Testing.

GI-1021.000 Control

Street and Road Closure: Excavation, Reinstatement and Traffic

G.I.2.100 G.I.2.102 G.I.2.716

Work Permit System Pressure Testing Safely Land Use Permit Procedures

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

15 OF 113

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PMT OPRNS


ALL

ALL

ENGG CERT

SSJ

GI-150.001 G.I.430.001 G.I.432.000 G.I 520.001 G.I.6.012 G.I.6.030 G.I.2.710

Asbestos Regulations Waste Management Pipeline Hydrotest Water Disposal Confined Space Entry Procedure Isolation, Lockout and Use of Hold Tags Traffic and Vehicle Safety Mechanical Completion and Performance Acceptance of Facilities

SAUDI ARAMCO CONSTRUCTION SAFETY MANUAL


0002

SAEP-1023

6/27/08

SAEP-327

SAEP-1131 SAEP-1142 SAEP-1150 SAEP-3102

00

REV NO.

DATE

JO/EWO

DESCRIPTION



DISCIPLINE ENGINEER


3.3

Saudi Electric Company (SECO) Standards and the Industry standards referenced therein. SES-P-119 Substation Standards SES-P-122 Transmission Line Design Standards SCS-P-122 Transmission Line Construction Standards

3.4

Material Specifications

SSJ DATE:

6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

SAUDI ARAMCO Material system Specifications Project Environmental Impact Assessment Security and Control of SAUDI ARAMCO Engineering Data outside of SAUDI ARAMCO Instructions for Obtaining a Waiver of a Mandatory SAUDI RAMCO Engineering Requirement Performance Qualification of Coating Personnel Certification Review and Registration of Project Welders and Brazers Disposal of Wastewater from Cleaning, Flushing and Hydrostatic Tests CONTRACTOR Quality Assurance and Quality Control Requirements Pressure Relief Valve Program Use of Form 3099-AENG, RV Authorization Qualification of Non-SAUDI ARAMCO NDT Personnel Inspection Coverage for Projects Equipment and Spare Parts

CONTRACTOR supplied materials shall conform to the latest issue of the following Specifications:

OPERATIONS

Item #

ASA

BY:

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



Category of Material

Specification

6/27/08

DATE:

1. 2. 3. 4. 5. 6. 7. 8. 9.

Concrete Masonry Units and Concrete Building Bricks Cement Based Non-Shrink Grout Ready Mix Concrete Epoxy Coating of Steel Reinforcing Bars Packaged Water Cooled Centrifugal Chillers for Utility Service Manufacture of Non-Industrial Cooling Towers Centrifugal Pumps Fabricated Carbon Steel Piping RTR (Fiberglass) Sewer Pipe and Fittings for Gravity Flow



DOC


SAUDI ARABIA

D88 JO / EWO:

A

09-SAMSS-016 09-SAMSS-092 09-SAMSS-097 09-SAMSS-106 27-SAMSS-001 27-SAMSS-003 31-SAMSS-004 01-SAMSS-010 01-SAMSS-029 DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

16 OF 113

00

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ASA

PMT OPRNS


SSJ 100% ISSUE FOR CONSTRUCTION

ALL

ALL

ENGG CERT DESCRIPTION

6/27/08

0002

JO/EWO DATE

00

REV NO.

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

10. RTR (Fiberglass) Pressure Pipe and Fittings 01-SAMSS-034 11. Manufacturer of Atmospheric Tanks 32-SAMSS-005 12. Manufacture of Low Pressure Tanks 32-SAMSS-006 13. Manufacture of Small Tanks 32-SAMSS-030 14. Power Transformers 14-SAMSS-531 15. Three Phase Dry Type Power Transformers 14-SAMSS-533 16. Pad-Mounted Three Pase Distribution Transformers 14-SAMSS-534 17. MV Power Cables5kV through 35kV 14-SAMSS-502 18. Metal Enclosed, Metal Clad Switchgear 1 to 38kV 16-SAMSS-502 19. Manually Operated Pad Mounted SF6 Switchgear: 1 kV to 36 kV 16-SAMSS-510 20. Metal-Enclosed Bus Indoor and Outdoor 16-SAMSS-511 21. Outdoor Switchrack - Low Voltage 16-SAMSS-512 22. Protective Devices 16-SAMSS-513 23. Control and Protective Relay Panel – Indoor 16-SAMSS-514 24. Low Voltage Panelboards 16-SAMSS-518 25. Indoor Switchboard - Low Voltage 16-SAMSS-519 26. Cablebus 16-SAMSS-520 27. Indoor Automatic Transfer Switch - Low Voltage 16-SAMSS-521 28. Brushless Synchronous Generators 17-SAMSS-510 29. Stationary Storage Batteries 17-SAMSS-511 30. Battery Charger/Rectifier 17-SAMSS-514 31. Auxiliary Electrical Systems for Skid-Mounted Equipment 17-SAMSS-515 32. Uninterruptible Power Supply System 17-SAMSS-516 33. Diesel Generator Sets 17-SAMSS-518 34. SF6 Gas Insulated Circuit Breakers, Outdoor 34.5 KV through 230 KV 16-SAMSS-508 35. Shop Applied, Internal Cement Mortar Lining of Steel Pipe 01-SAMSS-005 36. Pipe Handling and Nesting 01-SAMSS-024 37. API Line Pipe 01-SAMSS-035 38. Butt Welding Pipe Fittings 02-SAMSS-005 39. Hot Tap and Stopple Fittings 02-SAMSS-006 40. Gate Valves 04-SAMSS-001 41. General Requirements for Valves 04-SAMSS-035 42. Valve Inspection and Testing Requirements 04-SAMSS-048 43. Pressure Preservative Treatment for Wood Piles, Timber & Ties 09-SAMSS-002 44. Concrete Masonry Units and Concrete Building Blocks 09-SAMSS-016 . 45. Qualification Requirements for Alkyd Enamel Coating System (APCS-6) 09-SAMSS-021 46. Qualification Requirements for Aluminum-Pigmented Alkyd Coating System (APCS-4) 09-SAMSS-035 47. Qualification Requirements for Coal Tar Epoxy in Buried or Immersion Services (APCS-3) 09-SAMSS-068 48. Caulking Compound (Joint Sealant) 09-SAMSS-075 49. Aggregates for Concrete 09-SAMSS-088 50. Shop-Applied External Fusion Bonded Epoxy Coating for Steel Line Pipe 09-SAMSS-089 51. Shop-Applied Internal FBE Coatings 09-SAMSS-091 52. Ready-Mixed Portland Cement Concrete 09-SAMSS-097 53. Epoxy Coating of Steel Reinforcing Bars 09-SAMSS-106 54. External Renovation Coating for Buried Pipelines and Piping (APCS-113) 09-SAMSS-113 55. Fabrication of Structural and Miscellaneous Steel 12-SAMSS-007 56. Erection of Structural and Miscellaneous Steel 12-SAMSS-008 DRAWING TITLE CONSTRUCTION SCOPE OF WORK


DOC


SAUDI ARABIA

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DRAWING NO.

HE- 174992

10-00273-0002

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ASA

PMT OPRNS


ALL

ALL

ENGG CERT

SSJ

57. Pre-Engineered Metal Buildings 58. Saudi Aramco Security and General Purpose Fencing (Galvanized) 59. Metal Enclosed, Metal Clad Low Voltage Switchgear 60. Overhead-Type Distribution Transformers 61. Pad-Mounted, Three-Phase Distribution Transformers 62. Medium Voltage Power Cable 5kV through 35 KV

12-SAMSS-014 12-SAMSS-021 12-SAMSS-502 14-SAMSS-534 14-SAMSS-536 15-SAMSS-502

All other materials must be approved by the SAUDI ARAMCO Representative prior to use. Samples of these materials must be submitted for approval.

3.5

Project Drawings 3.5.1

Design drawings produced specifically for this Project are listed and described on the drawing control log. Any conflict between project drawings, scope of work, the contract, and etc., SAUDI ARAMCO Representative will be informed and provide direction on how to proceed.

3.5.2

SAUDI ARAMCO Standard Drawings referred to on the above design drawings or otherwise applicable to the work by reference therein are made a part of this specification.

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


SAUDI ARAMCO’s policy on the use of Saudi manufactured products will be adhered to and strictly enforced and shall be addressed in Schedule “G” of the contract documents. Locally manufactured products approved by SAUDI ARAMCO as meeting its specification and standards are listed in the IDG-4A report. The IDG-4A report shall be attached to the contract documents delivered to the successful construction CONTRACTOR, and also made available to the project design team for material take-off and specifications. This list should not be considered exclusive, containing only approved local manufacturers. The emphasis during design will be to utilize locally manufactured products, wherever possible. For a complete list, refer to IDG-4A Report.

DISCIPLINE ENGINEER


3.6

SSJ DATE:

3.6.1

CERTIFIED


6/27/08

3.7

As-Built Drawings 3.7.1

CONTRACTOR shall maintain and update as-built drawings as the construction progresses, using red lines for addition and changes, and green lines for deletions. The CONTRACTOR shall, for each job phase/Work Package, submit three (3) sets of as-built drawings for start up, and a further two (2) sets of asbuilt drawings within 15 days of completion of construction. These drawings will be readable and suitable for CADD revision and subsequent enter into the SAUDI ARAMCO drawing system.

3.7.2

CONTRACTOR shall include the transferring of information from vendor drawings to Project Drawings in his scope of as-built work.

3.7.3

SAUDI ARAMCO Representative will from time to time review the “red-line” asbuilt drawings to assure they are up-to-date. If it is determined by the SAUDI

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION


BY:

6/27/08

DATE:


CONTRACTOR shall maintain a file of vendor drawings at the site for each purchase order.

6/27/08

DATE:

DATE:

Vendor Drawings

6/27/08



DOC


SAUDI ARABIA

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10-00273-0002

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ALL

ENGG CERT

SSJ

ARAMCO Representative that they are not up-to-date, construction will be halted without additional cost until they have been updated. CONTRACTOR shall monitor all drawing stick files to insure that only the latest approved construction drawings, site queries, etc are included. All drawings in the field shall be on stick files.

ALL

3.7.4

Clean Up 3.8.1

During the progress of the Work, the work site and the adjacent areas shall be kept clean. All rubbish from clearing and grubbing not reused, surplus materials and un-needed construction equipment shall be removed and disposed of as directed by Saudi Aramco Representative.

3.8.2

On or before the completion of the Work, unless otherwise specifically directed or permitted in writing, the Contractor shall: • • •

0002

JO/EWO

DESCRIPTION


3.8

00

REV NO.

DATE

6/27/08

• •

DISCIPLINE ENGINEER

Remove all temporary buildings and structures built by the Contractor. Remove all temporary works, tools, and machinery or other construction equipment furnished by the Contractor. Remove all temporary works, tools, and machinery or other construction equipment furnished by the Contractor. Remove all rubbish from any ground, which he has occupied. Leave the work site and all adjacent property affected by his operations in a neat and satisfactory condition.

3.8.3

Contractor shall restore or replace at his own expense any Saudi Aramco’s property damaged by his work, equipment, or employees, to a condition at least equal to that existing prior to the beginning of operations. Suitable material, equipment, and methods shall be used for such restoration, which shall be done promptly and shall not be left until the end of the Contract period.

3.8.4

All construction debris shall be transported off the site as directed by Saudi Aramco Representative.


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

3.9

Quality Control and Assurance 3.9.1

Contractor shall submit to company representative his initial QA/QC plan within 15 days of contract signature. The plan shall be a definition of policies, objectives and responsibilities for QA in conjunction with action designed to provide and produce consistent workmanship, which meets the levels of quality required. The Quality Control Plan shall be prepared as per Schedule “Q” and SAEP-1154 “Guidelines for Contractor’s Quality Plan”.

3.9.2

It is the responsibility of the Contractor to comply with all relevant codes, practices, procedures and specification listed in this Scope of Work

3.9.3

The Contractor shall prove the competency of all craftsmen and supervisory staff as required by Saudi Aramco.

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

19 OF 113

00

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ASA

PMT OPRNS


ALL

ENGG CERT

SSJ

SECTION 4.0 - DETAILED DESCRIPTION OF WORK PHASE 200/400 – CIVIL / ARCHITECTURAL / STRUCTURAL

ALL

4.1

4.1.1

Architectural Systems 4.2.1

The architectural design of the building is based on precast and cast in place concrete for the wall panels (bearing and non-bearing), elevated floor system and roofing system. A pre-insulated precast wall panel system will be used for the exterior. A precast double -T roof system over the raised floor area, hollow core roof panels over the Back of House area, and composite metal/concrete floors and roof in the office area.

4.2.2

The vertical skin around the raised floor and back of house will be an insulated precast wall panel that will be a minimum of 8 meters tall and be of an architectural quality with coloration and reveals. The office component will maximize full height curtain-wall glazing systems to the northeast and northwest with shielded glazing to the southwest. There will be an elevated hovering roof over the entire office component, VIP element and courtyard. The elevated roof will be a metal composite panel and will have a deep recessed connection to the office mass. The finish materials will be consistent with the high-end finishes in the current VIP lobby. There will be a visual connection between the two NOC rooms on the second floor for viewing into the raised floor areas in the main component. All office furniture and systems furniture will be in keeping with Aramco’s standard. The overall design will provide for the inclusion or exclusion of the VIP program and the future addition of office space, up to 1500 m2.

4.2.3

There will also be a security/guardhouse building at the front gate. The first point of security will occur at the gate house via, guard presence, card in/card out turn stiles, magnetometer and x-ray equipment. Card in/Card out technology will also be applied on the inside of the facility along with biometrics.

4.2.4

Space Allocation

00

4.2

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08


DATE: (DCC) NO. _____________________

BY:

See the Architectural floor plans for proposed spaces.





EDSD VERIFICATION

DATE:


The WORK outlined in the Project Specification shall be completed in accordance with applicable Drawings, codes, Standards and any additional project requirements set forth. CONTRACTOR shall provide all items, operations and methods, mentioned either in the documents or specified herein, including labor, materials, equipment, consumables and incidentals necessary and required for the completion of the WORK.


DESCRIPTION JO/EWO DATE REV NO.

General

4.2.5

Raised Floor To maximize usable open area, a “column free” design approach will be used in the layout of data rooms. CRAH galleries will be located along the perimeter of the data halls. Columns are located within the CRAH galleries, leaving an



DOC


SAUDI ARABIA

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A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

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ASA

PMT OPRNS


ALL

ENGG CERT

SSJ

unobstructed data floor. 4.2.6

Access Pedestal Flooring

ALL

Access Pedestal Flooring will be a heavy duty bolted stringer system comprised of access floor panels, floor coverings, understructure and various electrical, data and communication accessories.

Steel stringers will have a conductive galvannealed coating and will support each edge of panel. Stringers will be individually and rigidly bolted to the pedestal. Pedestal assemblies will be hot dipped galvanized all steel welded construction and will provide an adjustment range of +/- 25 mm (1 inch) for finished floor heights 150 mm (6”) or greater. Pedestal assemblies will provide means of leveling and locking the assembly at a selected height. Pedestal assembly will have an axial load capacity of 2268 kg (5000 pounds) and an average overturning moment of 1130 Newton Meter (1000 inch-pound). The system will be laterally stable under seismic conditions.

0002

JO/EWO

DESCRIPTION


Understructure is comprised of a heavy duty stringer grid system in a (2’ x 2’) grid pattern in a basket-weave configuration. Pedestals are at each grid intersection point.

4.2.7

00

REV NO.

DATE

6/27/08

Access Floor Panels will be a modular and removable cement filled welded metal pan system capable of supporting a concentrated load of 17.2 Mpa (2500 psi) and uniform distributed load of 14.36 Kpa (300 psf). Panels will be finished with HighPressure Laminate Anti-Static floor covering, with integral trim, and will comprise approximately 80% of the computer raised floor area.

DISCIPLINE ENGINEER

4.2.8

6/278 DATE: PROJECT ENGINEER 6/27/08

CERTIFIED 6/27/08

DATE:


4.2.9


Building Exterior 4.3.10.1

DATE: (DCC) NO. _____________________

BY:

4.2.10




EDSD VERIFICATION



Return Air Grilles Return grilles for plenum area above raised floor rooms to be lay-in eggcrate ¼” x ¼” x ¼” type, without dampers. Outer borders will be constructed of heavy extruded aluminum with interlocking corners, and countersunk screw holes for neat appearance. Mechanically stake to form rigid frame, finish to be paint..

6/27/08

DATE:

Steel Airflow Grates Steel airflow grates will be provided for ventilation of computer floor areas. They will be designed for static loads and will be interchangeable with standard access floor panels. Grates will have 56% open area, will allow concentrated loads of 1000 lbs, uniform loads of 250 lb/ft2, and will comprise approximately 20% of the raised floor area.

SSJ DATE:

Access Floor Panels

Exterior Walls

Exterior wall construction will be of integrally insulated architectural precast concrete panels with a minimum thickness of 200 mm (8 inches). Concrete will have a specified compressive strength (fc) of no less than 35 Mpa (5000 psi). Insulation will be expanded polystyrene. DRAWING TITLE CONSTRUCTION SCOPE OF WORK


DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

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ASA

PMT OPRNS


ALL

ALL

ENGG CERT

SSJ

For the office area, the glazed aluminum curtain wall will be a heavy duty structural silicon glazed system. The curtain wall will be minimized on the East, West and South faces. Glazing will have a minimum frame bite of 12mm (½ inch) for wet glazed systems. Glazing will be heat treated insulated low-e glazing with 6mm (¼”) outside pane, 12mm (½”) gas filled gap, and 6mm (¼”) inside pane. Maximum glass pane size will not exceed 3.0 m2 (32 ft2). Low-e coating will be a solar control spectrally selective coating.

JO/EWO

0002 6/27/08

Wall Louvers include louvers that are not an integral part of mechanical equipment, including louvers that are connected to ducts. Exterior grilles and screens include products to provide solar screening, equipment screening and security barrier systems. Exterior solar screens will be provided at west facing glazed curtain-walls and windows. 4.2.10.2

4.2.10.3

6/278 DATE: PROJECT ENGINEER SSJ 6/27/08

Exterior personnel doors for the data center will be steel doors and frames of commercial quality, stretcher leveled flatness, and galvannealed.

CERTIFIED

Overhead coiling doors of heavy duty construction will be provided at the loading dock. All exit doors will have a heavy duty panic exit device with electromechanical locking system, auxiliary deadbolt and RX switch for interface with IDS system. Emergency exit doors from security area will be fitted with an automatic release system of the REDLAM or SAUDI ARAMCO approved equivalent Alarm Bolt type or better. Exit only doors will not have any operable exterior hardware.

6/27/08

DATE:


6/27/08


Roof Construction

Structural precast concrete units will be provided and will meet the prescriptive requirements of the governing code for fire resistance. Columns supporting roof will be nominal 600 x 600 (24 inch by 24 inch) or 500 x 500 (20 inch x 20 inch) precast columns at the connector. Roof girders and beams will be, at minimum, 35 Mpa (5000 psi) precast-concrete L shape at perimeter and inverted T shape at interior location. The main roof members for the data center support areas will be a minimum of 35 Mpa (5000 psi) precast hollow core slab; the computer raised floor will have double-tee precast roof beams. Concrete topping will be 4000 psi

DATE: (DCC) NO. _____________________

BY:

4.2.10.4





EDSD VERIFICATION

DATE:


Exterior Doors

Exterior personnel doors for office areas will swing outside in the direction of egress. Glazed aluminum entrance doors will be heavy duty medium stile doors with insulated safety glazing, with heavy duty continuous hinges, overhead door closer, weather-stripping and threshold. Steel doors and frames will be manufactured of commercial quality, stretcher leveled flatness, and galvannealed.

DISCIPLINE ENGINEER

DATE:

Exterior Windows

Exterior windows will be heavy commercial aluminum windows in compliance with ANSI/AAMA Standard 101-85, HC65. Windows will be fixed and projecting. Glazing will be insulated low-e glazing with solar control spectrally selective low-e coating on surface 2.

00

REV NO.

DATE

DESCRIPTION


At the office area, the wall system will also include cold form metal framing with batt insulation, insulated prefinished metal wall panels over the air barrier and sheathing board on the exterior, and gypsum wall board finish on the interior face. Metal wall panels will be aluminum composite material.



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

22 OF 113

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ASA

PMT OPRNS


ALL

ENGG CERT

SSJ

concrete topping slab over structural deck. Expansion control will be provided.

ALL

4.2.11

Building Interior 4.2.11.1

Partitions

Abuse-resistant panels will be provided in the support room corridors to a minimum of 4-foot height. Moisture and mold resistant drywall panels will be provided in wet areas or areas with high humidity. Partitions enclosing corridors, telecommunication equipment and closets and other secure rooms will be extended to the underside of structural deck. 4.2.11.2

Two 4-Wing security automatic revolving doors will be installed in the office area with complete access control revolving door assembly, including circular walls, ceiling, access hatch, ceiling lights, door wings, locks, glass, operator and drive assembly and emergency collapsing mechanism. The doors will meet or exceed the following performance criteria:

6/27/08

DATE

00

REV NO.

Interior Doors

Solid core interior doors will be used in the office area. Fire rated doors will have manufacturer’s standard non-asbestos mineral core of type as required for fire rating.

0002

JO/EWO

DESCRIPTION


Light weight unit masonry partitions will be provided to enclose computer data centers, storage and support spaces and mechanical rooms. A mix of non-bearing gypsum wallboard partitions and full-height demountable partitions will be used to enclose offices and administration areas, conference rooms, public restrooms, and telephone and telecommunication equipment rooms and closets.

DISCIPLINE ENGINEER

Curved enclosure and canopy will be of extruded aluminum


Glass will be 6 mm thick clear tempered in rotation wing and 6mm thick bent clear laminated safety glass in the curved walls.

SSJ DATE:

Controller will be microprocessor-based programmable controller with self diagnostics and digital display status indicator. Status indicator must be capable of providing information indicating “go or no-go” status, source or probable cause and remedy.

6/27/08

CERTIFIED 6/27/08

DATE:


Infra-Red Sensor detection system (IRS): Ceiling mounted infrared sensors capable of performing the following functions: • Detect presence of a person after a valid card read and initiate 180 degree door rotation. • Detect the presence of a person within the door during an invalid or unauthorized entry or exit, and will result in the door stopping, annunciate alarm and voice message, followed by door reversing to allow unauthorized person to exit doorway. • Ride along IR sensors will provide constant monitoring per quadrant as door is in motion. System will detect presence of a person entering an unauthorized compartment during valid card read. Security breaches that will be detected, annunciate alarm and reject will include: • Tailgating: An attempted breach of security by following a person

6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

23 OF 113

00

EDSD/2616-0399.doc



ASA

PMT OPRNS


SSJ ALL

ENGG CERT

•

ALL

•

•

Interior doors for the Corporate Data Center will be of extra-heavy duty seamless construction with insulation core. All exterior frames will be fully grouted. Interior doors for the support areas will be of heavy duty seamless construction with honey-comb core. Closers will be heavy duty. RX-electrified locks for high-security areas including computer data center will be provided. High-security exit doors will be “Fail-safe”. Door Push/Pull plates, door stops, protection plates and door coordinator will be provided, as required, for specific application.

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


•

4.2.11.3

DISCIPLINE ENGINEER


SSJ 6/27/08

Return grilles for back of house rooms other than raised floor to be ½” parallel blade type with 0 degree deflection. The fixed deflection bars shall be available parallel to the long or short dimension of grille. Construction to be heavy duty aluminum with border. Bar to be reinforced by perpendicular supporting bar. Countersink screw holes for neat appearance, finish to be painted.

CERTIFIED 6/27/08

DATE:


Return Air Grilles

Return grilles for office area to be lay-in perforated type, without dampers. Outer border to be constructed of heavy extruded aluminum with interlocking corners, and counter sunk screw holes for neat appearance. Mechanically stake to form rigid frame, finish to be paint.

6/278

DATE:

with a valid card read in a trailing quadrant. Piggy-backing: An attempted breach of security where two people attempt to gain access to the secure side by passing through the same quadrant at the same time. Anti-passback capabilities: To include system controlled antipassback as well as physical anti-passback by the door resting in the “X” position that prevent items being passed back to subsequent users. Emergency collapsing mechanism will permit the door wings to fold to emergency exit position allowing a minimum aggregate width of 900mm. Emergency breakaway will include an electromagnetic lock that is released by smoke or fire alarm system actuation or remote controlled manually operated switch. IR backstop safety sensors will be provided on the wings to eliminate possible injury from touching the revolving door when in operation, as well as pressure sensitive sensor to eliminate injury from pressure between door wing and sidewall frame.

6/27/08

4.2.11.4

Tile Floor Finishes

OPERATIONS

Ceramic floor tile will be used in restroom and locker rooms Large polished granite tiles with small polished inserts will be used for the lobby, prayer, and food areas.

ASA 6/27/08

Carpet Floor Finishes

Carpeting in offices will be a quality branded nylon Carpet Tile with self-adhesive backing.

DATE: (DCC) NO. _____________________

BY:

4.2.11.5






EDSD VERIFICATION

DATE:

Fluid Applied Flooring will be used for many hallways and support rooms for the data center. The system will include 100% solid clear or pigmented epoxy primer/binder, 100% solid flexible, self leveling epoxy matrix resin, color quartz broadcast aggregate and clear sealer coat. The system will be chemical and stain DRAWING TITLE CONSTRUCTION SCOPE OF WORK


DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

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REV.NO.

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ASA

PMT OPRNS


4.2.11.6

ALL

ENGG CERT

SSJ

resistant, waterproof, vehicular traffic bearing, and slip resistant. Office Furniture


JO/EWO

0002 6/27/08

CONTRACTOR to provide Building Engineer’s Framed Drawings (also referred to as Slider Boards or panels) according to the following table unless directed otherwise by SAUDI ARAMCO. At a minimum, each type of room noted in the table will receive Building Engineer’s Framed Drawings.

4.2.11.7

The frame which will hold the Building Engineer’s Framed Drawings will be complete with channels suitable for mounting up to eight (8) Building Engineer’s Framed Drawings unless noted otherwise.

DISCIPLINE ENGINEER

Building Engineer’s Framed Drawings will be 1 inch larger in all dimension that an “A” size drawing. Each Building Engineer’s Framed Drawing will be created from drawings selected by SAUDI ARAMCO during the Construction of the project. The drawing images selected by SAUDI ARAMCO will be laminated on to an Aluminum Composite Material (ACM) consisting of two sheets of smooth .02" aluminum thermobonded to a polyethylene core in a continuous process (Alucobond or SAUDI ARAMCO approved equivalent).


6/27/08

CERTIFIED 6/27/08

DATE:


Once the drawings are laminated to the ACM and the Building Engineer’s Framed Drawing is created, the entire panel shall be coated with an overlay material to allow the panels to be written on and erased with “dry-erase” type markers and erasers. Within each vertical 1 inch border (left and right sides) a thumbslot will be provided to allow the panels to slide left to right within the frame.

6/27/08


DATE: (DCC) NO. _____________________

BY:

Building Engineer’s Framed Drawings will plotted in color. The color yellow shall not be allowed because it will be illegible.





EDSD VERIFICATION

DATE:


Signage and Labeling

Building Engineer’s Framed Drawings

00

REV NO.

DESCRIPTION

For private offices, Teknion or Saudi Aramco approved equivalent office furniture with a freestanding wood and laminate work wall will be provided with peninsula desk surface, return work surface, locking overhead storage with adjustable shelf with concealed under counter lighting below and a book case. A fabric tack panel will be installed below the overheads. A locking lateral file and pedestals in a metal finish with wood fronts will be provided for each office.

DATE

ALL

Typical workstation 9.3 sm cubicle furniture will be purchased similar to current Steelcase or SAUDI ARAMCO approved equivalent standard offices. Nonpowered, fabric wrapped panel surrounds will be provided with glazed panels at the top. All panels will be powered from a source below the raised floor. Each workstation will be the same size and have like components, consisting of a laminate peninsula desk surface, return and back work surface with metal locking lateral files and pedestals below. Each workstation will have a metal tower.



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

25 OF 113

00

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ASA

PMT OPRNS


SSJ ALL

ENGG CERT

Saudi ARAMCO CDC - Building Engineer's Framed Drawings

ALL

Drawings Required Electrical

JO/EWO

0002 6/27/08

Room No.

Chiller Room

Varies

Air Handling Unit Room

Varies

CRAH Gallery

Varies

UPS Room

Varies

Switchgear Room

Varies

00

REV NO.

DATE

DESCRIPTION


Room Name

Mechanical

Other

Master

Special

Master

Special

Master

One line diagrams specific to each room One line diagrams specific to each room One line diagrams specific to each room One line diagrams specific to each room One line diagrams specific to each room

Overall system one line diagram Overall system one line diagram Overall system one line diagram Overall system one line diagram Overall system one line diagram

Flow Diagrams specific to each room Flow Diagrams specific to each room Flow Diagrams specific to each room

Overall system flow diagram Overall system flow diagram Overall system flow diagram

Special

DISCIPLINE ENGINEER


Pre-action Room

Varies

Fire Protection flow diagrams specific to each room

Varies

Fire Protection flow diagrams specific to each room

SSJ DATE:

Fire Protection Overall system flow diagram and system zoning plan Fire Protection Overall system flow diagram and system zoning plan

6/27/08

CERTIFIED 6/27/08

DATE:


Fire Pump Room

6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

Generator Room

Varies

Utilities Control Room

Varies

One line diagrams specific to each room

Index L piping drawing and flow diagrams specific to each room

Overall system one line diagram



DOC


SAUDI ARABIA

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A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

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ASA

PMT OPRNS


ALL

The cranes are designed to lift and move pumps and chiller components from their installed locations to the open floor space designated for “chiller tube pull” in front of each roll up door. Additionally, the cranes are intended to hoist electrical equipment, such as, automatic transfer switches to/from the ground floor to the mezzanine.

4.3

Structural 4.3.1

6/27/08

DATE REV NO.

00

4.3.2

6/278

SSJ 6/27/08

CERTIFIED

Precast interior columns will support prestressed concrete inverted tees and will extend from finish floor to beams. All columns below finish floor will be cast-inplace concrete extending to footings below.

6/27/08

DATE:


6/27/08

OPERATIONS

4.3.3

ASA

BY:

DATE: (DCC) NO. _____________________




EDSD VERIFICATION

Slabs and Foundations All ground floor slabs will be designed as floating slabs on grade. A 10-foot deep trenched concrete system is expected for CRAH gallery areas to allow adequate containment of chilled water piping and drainage systems. Another area of special underground treatment will be the UPS systems where an extreme amount of electrical conduit will enter and exit special concrete structures. Conduit below these areas, including the computer floor areas, is expected to be more than 3meters in depth. All building foundations are expected to be soil supported footings. For walls, a continuous concrete wall spread footings system will be implemented and a spread pad footings system will be utilized for interior individual concrete columns.

6/27/08

DATE:


Wall and Column Framing Exterior walls above finish floor will be designed using precast concrete to obtain shop quality. The exterior walls will be designed for direct bearing of prestressed roofing members. Non-load bearing interior walls will be designed with reinforced concrete masonry units (CMU). All load bearing walls below finish floor will be cast-in-place concrete extending to footings below.


DATE:

Roof Framing The roof system for most of the data center and support areas will be designed utilizing a prestressed concrete hollow core system to obtain flat ceilings and reduce construction time for partition walls. The exterior walls and internal prestressed inverted tee beams will support these members. In the data center computer compartment areas, double tee prestressed members are used due to the span distances to eliminate columns in these areas. Roof framing will be designed to support a 140 psf live load.

0002

JO/EWO

DESCRIPTION


The cranes are specified in Construction Specification section 14600 – Cranes and Hoists. Structural supports for the cranes can be found in Index M and Index Q drawings. Other data required for the cranes can be found in Index K and Index P drawings.

DISCIPLINE ENGINEER


Chiller Room Cranes

A 5 ton overhead top running single girder crane will be provided in each chiller room in the Back of House. The cranes in the two (2) end chiller rooms will have 50 foot spans. The remaining four (4) chillers room cranes will have 40 foot spans.

ALL

ENGG CERT

SSJ

4.2.11.7



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

27 OF 113

00

EDSD/2616-0399.doc



ASA

PMT OPRNS


ALL

JO/EWO

0002

DATE

6/27/08

DESCRIPTION


4.4

00

REV NO.

Soil Investigation Initial geotechnical investigation indicates Light brown to yellowish brown, dense to very dense, fine to medium silty sand to sandy silt, and gray, highly weathered, moderately strong, closely spaced, limestone boulders with few voids. These indications will be confirmed via a final geotechnical report.

ALL

ENGG CERT

SSJ

4.3.4

DISCIPLINE ENGINEER


General Site Requirements 4.4.1

Contractor shall prepare Hazard Identification Plan (HIP) and shall submit the same for review to the Loss Prevention Division.

4.4.2

The Contractor shall also prepare a Quality Control Plan as per Schedule “Q” and SAEP-1154 “Guidelines for Contractor’s Quality Plan” to ensure the Contract Specifications are met. The plan, including proposed testing laboratory, methods, rates of testing, etc. shall be submitted to the Saudi Aramco Representative for approval prior to the start of construction.

4.4.3

Contractor shall protect existing facilities during construction. All electrical utilities affected by the construction shall be first de-energized and non-electrical utilities shall be isolated from the nearest isolation valve before commencing the work.

4.4.4.

The Contractor shall prepare construction phasing plan for review and approval by Saudi Aramco representative.

4.4.5

The Contractor shall obtain all required construction permits from Saudi Aramco.

4.4.6

The Contractor shall provide and construct detour roads to maintain existing traffic circulation functional at all times. Detour routes shall be submitted for approval to concerned departments prior to construction..

4.4.7

Contractor shall perform Geotechnical Investigation and probe testing for cavity investigation – one probe per each isolated foundation under building foundation to depth of 10 meters. If cavities are encountered, Contractor shall notify Saudi Aramco representative for remedial action.

SSJ DATE:

6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

4.5.1

Contractor shall remove all demolished concrete, asphalt and any other debris to Saudi Aramco’s approved dumpsite.

4.5.2

Contractor shall take adequate measures to avoid excessive noise, dust pollution and injury through falling or flying debris. Contractor shall refer to demolition precautions listed in Saudi Aramco Construction Safety Manual Part II Section 3 and to SAES-A-105 for Noise Control.

4.5.3

Contractor shall apply water to all areas as required to prevent blowing of dust. The amount of water to be used and the frequency of application shall be sufficient to prevent dust nuisance. The Saudi Aramco Representative has the right in this Contract to require additional watering whenever it is needed for

BY:

DATE: (DCC) NO. _____________________




EDSD VERIFICATION


Demolition

6/27/08

DATE:


4.5



DOC


SAUDI ARABIA

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A

DRAWING NO.

HE- 174992

10-00273-0002

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REV.NO.

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PMT OPRNS


4.5.4

Where existing concrete or asphalt pavement is to be removed, Contractor shall saw cut the concrete or asphalt along straight lines to a depth of not less than 50 mm. The remainder of the concrete or asphalt shall be broken out, provided the broken area is concealed in the finished work, and the remaining concrete or asphalt is sound. At locations where the broken face cannot be concealed, it shall be ground smooth or the saw cut shall be made entirely through the concrete or the asphalt.

4.5.5

Contractor shall clear the working sites and support facilities of shrubs and other vegetations. Contractor shall completely remove stumps, roots, unsuitable materials, construction materials, foundations, and other debris protruding through the ground surface until the complete removal of the debris is accomplished to the satisfaction of the Saudi Aramco Representative.

4.5.6

Contractor shall fill depressions caused by clearing and grubbing operations with satisfactory surface soil material unless further excavation or earthwork is indicated. Contractor shall place fill material in horizontal layers not exceeding 150 mm loose depth, and thoroughly compact as per SAES-A-114 - Excavation and Backfill.

4.5.7

Contractor shall demolish concrete curbs, road signs, sign posts, gates, fence, guardrails, concrete and asphalt pavements, as shown in Dwg. HA-175524 Shts. 001-004.

4.5.8.

Contractor shall reset part of fence to new elevation southeast of proposed Data Center, as shown in Dwg. HA-175504 Sht. 004.

4.5.9

Contractor shall demolish and remove concrete wall and its foundation as shown in Dwg. HA-175504 Sht. 002.

4.5.10

Contractor shall demolish and remove the existing box culvert, concrete headwall and riprap as shown in Dwg. HA-175504 Sht. 003.

4.5.11

Contractor shall demolish the existing sewer manhole near Gatehouse #54 as shown in Dwg. HA-175504 Sht. 002.

4.5.12

Contractor shall backfill portion of existing channel to elevation required as shown in Dwg. HA-175504 Sht. 003.

4.5.13

Demolition and relocations of buildings are not part of scope of work and shall be done by others. Contractor shall coordinate with Saudi Aramco and other contractors for the timely demolition of facilities, utilities and items noted “to be demolished by others” on the Demolition Drawings.

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


ALL

ALL

ENGG CERT

SSJ

dust control.

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE:

4.6

Survey and Layout of Facilities 4.6.1

(DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

CONTRACTOR shall perform all line and grade surveys required to support the CONSTRUCTION, all as indicated in the Project Specification. As a minimum, CONTRACTOR shall execute and certify as complete the responsibilities of the



DOC


SAUDI ARABIA

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DRAWING NO.

HE- 174992

10-00273-0002

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REV.NO.

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PMT OPRNS


CONTRACTOR shall also perform survey WORK as required to establish staging storage and laydown areas as indicated in the Project Specifications.

4.6.3

Prior to grading, trenching or excavating CONTRACTOR shall verify, mark and expose all utilities (if any) in the path of construction and take precautions to preserve their integrity. Extra care shall apply to existing cathodic protection, communication, fiber optic and electrical cables.


4.6.4

Initial survey reference points are provided on the drawings. Any additional monuments, base lines, etc. required to accurately layout and control the WORK shall be provided by CONTRACTOR.

4.6.5

CONTRACTOR shall preserve all existing survey reference points and monuments. Should CONTRACTOR’s operations move or destroy an existing survey monument, CONTRACTOR shall provide survey services to re-establish the accurate monument location and shall set the re-established monument to the satisfaction of the SAUDI ARAMCO Representative.

4.6.6

Contractor shall field verify the existing conditions and existing utilities prior to start of work. If any deviations on the Drawings from the existing situation are observed, the discrepancy shall be brought to the attention of Saudi Aramco Representative before any work is to commence.

4.6.7

CONTRACTOR shall check and verify all dimensions and elevations at each site. Any discrepancies shall be brought to the attention of SAUDI ARAMCO Representative for resolution.

00

REV NO.

DATE

6/27/08

JO/EWO

DESCRIPTION

ALL

4.6.2

0002

ALL

ENGG CERT

SSJ

Surveying Services Division as outlined in SAES-A-100 “Survey Coordinates and Datums” and submit to SAUDI ARAMCO for approval.

DISCIPLINE ENGINEER


4.7

Site Preparation and Earthwork

SSJ DATE:

6/27/08

4.7.1

The Data Center is sited on a former open storage. There is an existing open storage facility that will need to be demolished and removed. The design concept is to minimize cutting and removal of on-site material. New structures will be constructed on high-quality select “sweet sand” fill material. Finished floor elevation will be selected to provide an average of approximately 3m of select fill material This will provide sufficient depth for the conduit infrastructure below grade to feed power to the data center computer compartments

4.7.2

Contractor shall remove all unsuitable materials from within the construction limits. Areas where unsuitable materials are encountered shall be excavated until the complete removal of debris is accomplished. Unsuitable materials includes, rocks larger than 30 cm, debris or vegetation, organic clay, top soil, or any specific material so designated, in writing by Saudi Aramco Representative.

4.7.3

Contractor shall clear the site in advance of earthwork construction. Prior to placing any fill material on the natural subgrade levels, Contractor shall clear the area of all vegetation, debris and any other deleterious material, and fill all ruts, soft areas, localized depressions and other defects with suitable material.

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

30 OF 113

00

EDSD/2616-0399.doc



ASA

PMT OPRNS


SSJ

Contractor shall proof-roll areas to receive fill and any areas that fail to densify or that rut excessively shall be cut to the depth of the loose material and that loose material removed. Prior to fill placement, the natural subgrade on which the fill is to be placed shall be scarified, and moistened as necessary; thoroughly mixed; and compacted.

4.7.5

Contractor shall excavate and remove all material which includes solids and rock necessary for grading and construction in accordance with the lines and grades shown on the plans. Excavated material shall be designated as suitable or unsuitable for use as fill by Saudi Aramco Representative. Suitable excavated material shall be used to construct fill areas. Unsuitable material such as silts or clays containing organic material, soils containing large amount of rock, roots, grasses and other vegetation, or any debris shall be disposed of off-site.

4.7.6

Contractor shall establish and maintain borrow pits in accordance with SAES-A111 -“Borrow Pit”.

4.7.7

Contractor shall maintain good drainage and shall construct any necessary and temporary drainage systems to prevent ponding in the work site.

4.7.8

Contractor shall perform excavation, backfilling and compactions works as required in the drawings and in conformance with SAES-A-114 - “Excavation and Backfill”.

4.7.9

Contractor shall excavate and backfill the proposed site and roads accurately to the lines, grades and elevations shown on the drawings.

4.7.10

Contractor shall excavate and backfill for the proposed utilities, pipe culvert and swale accurately to the lines, grades and elevations shown on the drawings.

4.7.11

Excavation and backfill shall be in conformance with SAES-A-114 -“Excavation and Backfill”.

JO/EWO

0002 6/27/08

00

REV NO.

DATE

DESCRIPTION


ALL

ALL

ENGG CERT

4.7.4

DISCIPLINE ENGINEER


6/27/08

CERTIFIED

4.8

6/27/08

DATE:


Landscaping and Irrigation 4.8.1

6/27/08

Landscaping and irrigation will be provided around the guardhouse, entry gate area the main building entrance and the parking lot.

OPERATIONS

4.9

ASA

Contractor shall grade and compact the subgrade in accordance with SAES-A114 -“Excavation and backfill” and SAES-Q-006 - “Asphalt Concrete Paving”.

DATE:

BY:

4.9.1

4.9.2

Contractor shall grade and compact the base course in conformance with SAES-A-114 -“Excavation and Backfill” and SAES-Q-006 - “Asphalt Concrete Paving”.

(DCC) NO. _____________________




EDSD VERIFICATION



Road and Parking Construction

6/27/08

DATE:

4.9.3

Contractor shall construct roads, bus bay and parking lots, and provide guardrail as shown on the drawings.



DOC


SAUDI ARABIA

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DRAWING NO.

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10-00273-0002

SHT.NO.

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PMT OPRNS


SSJ

Contractor shall grade and lay asphalt concrete pavement (base and wearing courses) and apply prime coat and tack coat in accordance with SAES-Q-006 “Asphalt Concrete Paving”.

4.9.5

Contractor shall provide curbs as per Saudi Aramco standard drawing AB036260-001 “Concrete Curb and Gutter Details”, as shown on the drawings and in accordance with SAES-Q-001.

4.9.6

Contractor shall install unit pavers as shown on the drawings.. The concrete compressive strength at 28 days shall be minimum 4000 psi, density shall be minimum 2.4, and absorption maximum six percent by weight.

JO/EWO

0002 6/27/08

4.10

Raw Water System (including fire service lines to building, and fire hydrant lines) 4.10.1 The Work shall include but shall not be limited to the following: 4.10.2

Contractor shall install Raw Water system including valves box. Pipes shall be CLS (12 LCOU) FBE (Fusion Bonded Epoxy) coated externally and internally cement coating; and RTR (RW-12FE0U), as noted on the drawings. Fire water service lines to the building shall be RTR (FW-12FE0U).

4.10.3

Contractor shall verify all existing conditions and locate all utilities through trial trenches or using ground penetrating radar prior to start of work.

4.10.4

Contractor shall provide shop drawings of the proposed valve box based on actual field conditions for approval by Saudi Aramco Representative.

4.10.5

Installation of Raw Water appurtenances such as butterfly valve, flange adaptor, etc. shall be in accordance with the manufacturer’s instructions manual and in accordance with Saudi Aramco Standards.

4.10.6

Contractor shall coordinate Raw Water works with the works of others.

4.10.7

Contractor shall layout the pipes as shown on the Drawings and as approved by Saudi Aramco Representative.

4.10.8

Contractor shall verify all horizontal and vertical site dimensions prior to staking the system.

4.10.9

Contractor shall provide concrete thrust blocks at all bends, tees and caps of uPVC pipes and as specified in Saudi Aramco Standard Drawings. No thrust block are required for welded steel pipes.

00

REV NO.

DATE

DESCRIPTION


ALL

ALL

ENGG CERT

4.9.4

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

4.10.10 Contractor shall test the installed Raw Water pipes, adjust the proper operation and disinfect the network as per Specifications. 4.10.11 Contractor shall perform hydrostatic testing for pressure pipes conforming to the requirement of SAES-S-070 - “Installation of Utility Piping System” and SAES-A007 “Hydrostatic Testing Fluids and Lay-up Procedure”. All valves shall be field hydro-tested before installation as per SAES-L-108 Selection of Valves, Para. DRAWING TITLE CONSTRUCTION SCOPE OF WORK


DOC


SAUDI ARABIA

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DRAWING NO.

HE- 174992

10-00273-0002

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4.10.12 Contractor shall layout all proposed pipes prior to demolishing existing pipes to minimize the interruption of services and to maintain the normal operations. Concerned Department shall be notified at least three days prior to the interruption of any service unless otherwise agreed with the concerned Utilities Department.

ALL

ALL

ENGG CERT

SSJ

4.7.

4.11

Drinking Water (Sweet Water) System 4.11.1

Work shall include but shall not be limited to the following:

4.11.2

Contractor shall install Drinking Water system valves box. Pipe shall be uPVC (12PVOD). and RTR (DW-12FE0U), as noted on the drawings.

4.11.3


4.11.4

Installation of Drinking Water appurtenances such as ball valve, saddles, flange adaptor, etc. shall be in accordance with the manufacturer’s instructions manual and as specified in the construction specifications.

4.11.5

Contractor shall coordinate Drinking Water works with the works of others.

4.11.6

Contractor shall layout the pipes as shown on the Drawings and as approved by Saudi Aramco Representative.

4.11.7


4.11.8

Contractor shall provide concrete thrust blocks at all bends, tees and caps for uPVC pipes as specified in Saudi Aramco Standard Drawings.

4.11.9

Contractor shall test the installed Drinking Water pipes, adjust the proper operation and disinfect the network as mentioned in Saudi Aramco Standards.

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


4.10.13 In case cover of existing raw water pipes is less than 1.0 m due to new grades, Contractor shall relocate the pipe to the required depth of 1.0 m cover unless otherwise approved by the concerned Utilities Department.

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS

4.11.10 Contractor shall perform hydrostatic testing for pressure pipes conforming to the requirement of SAES-S-070 “Installation of Utility Piping System” and SAES-A007 “Hydrostatic Testing Fluids and Lay-up Procedure”. All valves shall be field hydro-tested before installation as per SAES-L-108 Selection of Valves, Para. 4.7.

ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

4.11.11 Contractor shall layout all proposed pipes prior to demolishing existing pipes to minimize the interruption of services and to maintain the normal operations. Concerned Department shall be notified at least three days prior to the interruption of any service unless otherwise agreed with the concerned Utilities Department. DRAWING TITLE CONSTRUCTION SCOPE OF WORK


DOC


SAUDI ARABIA

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JO/EWO

0002 6/27/08

Sanitary Sewer System 4.12.1

The Work shall include but shall not be limited to the following:

4.12.2

Contractor shall install the sewer system including pipes and manholes. Sewer lines shall be of uPVC Class 3 (80PVOD) and RTR (SWS-80FE0D), as noted on the drawings.

4.12.3


4.12.4

Contractor shall provide shop drawings of all proposed sewer manholes and the connection to the existing manhole for approval by Saudi Aramco Representative.

4.12.5

New sewer manholes shall be fiber reinforced polyester.

4.12.6

Contractor shall layout the pipes and manholes as shown on the Drawings or as directed by Saudi Aramco Representative.

4.12.7


4.12.8

Contractor shall provide dewatering equipment in case water table is encountered or trench is filled with water during excavation.

4.12.9

Contractor shall coordinate sewer works with the works of others.

00

REV NO.

DATE

DESCRIPTION


ALL

ALL

ENGG CERT

4.12

DISCIPLINE ENGINEER

4.12.10 Contractor shall test the sewer system after installation as per Saudi Aramco Standards.


4.12.11 Contractor shall provide bypass line(s), pumps and electric generators before replacing/connecting to existing sewer lines. Contractor shall check the elevations of tie-in points, adjust pipe elevation if necessary, and submit a statement of method for work to be approved by Saudi Aramco Representative, prior to start of work. Contractor shall execute the work with minimal interference with normal operation of the system.

6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS

4.12.12 In case cover of existing force main is less than 1.0 m due to new grades, Contractor shall relocate the pipe to the required depth of 1.0 m cover unless otherwise approved by the concerned Utilities Department.

ASA 6/27/08

DATE: (DCC) NO. _____________________

BY:

4.13






EDSD VERIFICATION

DATE:

Drainage System The Work shall include but shall not be limited to the following: 4.13.1

Contractor shall provide grouted riprap as shown on the site layout drawing HA175506 Shts. 001, 002, and 003.

4.13.2

Contractor shall provide geotextile on all grouted riprap as shown on the



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4.13.3

Contractor shall build 2-800 dia. FRP pipe culvert located at the Access Road entrance near the intersection with Old Abqaiq Access Road. The culvert shall be provided with grouted riprap. Contractor shall construct headwalls at the inlet and outlet of the culvert and gabions aprons at the outlet of the culvert.

4.13.4

Contractor shall install the storm sewer system including inlets, pipes and manholes. Storm sewer lines shall be RTR.(SWS-80FE0D).

4.13.5


4.13.6

Contractor shall provide shop drawings of all proposed storm structures for approval by Saudi Aramco Representative.

4.13.7

New storm manholes shall be fiber reinforced polyester.

4.13.8

Contractor shall layout the pipes and structures as shown on the Drawings or as directed by Saudi Aramco Representative.

4.13.9


ALL

ALL

ENGG CERT

SSJ

drawing HA-175506.001.

JO/EWO

0002 6/27/08

4.13.10 Contractor shall provide dewatering equipment in case water table is encountered or trench is filled with water during excavation.

00

REV NO.

DATE

DESCRIPTION


.

4.13.11 Contractor shall coordinate drainage works with the works of others.

DISCIPLINE ENGINEER

4.13.12 Contractor shall test the sewer system after installation as per Saudi Aramco Standards.


4.14

6/27/08

Site Electrical Work

CERTIFIED 6/27/08

DATE:

4.14.1

This project will provide necessary concrete duct banks to support and provide for future 115 KV underground cable across the existing roads to the CDC Building electrical substation. The construction shall comply with applicable Saudi Aramco Standards.

4.14.2

Contractor shall construct duct banks across Old Abqaiq Road, Old Abqaiq Access Road and Patrol Road of CDC Building as shown on Drawings HA175519 and HA-175520.

4.14.3

Contractor shall coordinate the exact location of the concrete ductbanks with Saudi Aramco and Saudi Electric Company representatives based on the location of the tie-in point to SEC 115 KV line and on existing field conditions.


6/27/08

OPERATIONS ASA

DATE:

4.15 (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

Site Telecommunication Works 4.15.1

This project will provide necessary infrastructure to support the communications



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requirements for the new Corporate Data Center. The construction shall comply with Saudi Aramco Standards, and using BICSI TDM methods of construction and the Company Construction and Installation Standards. The communications systems shall consist of an Outside Plant (OSP) network. 4.15.2

4.15.3

The works shall include but not limited to the following:

4.15.3.2 The Contractor shall trench, excavate and install concrete encased duct bank from the existing MH #5342B to an interface point located 1.5 meters inside the fence of CDC building via 1 proposed type 1B new manhole as shown on Dwg. # HA-175522.002.

6/27/08

DATE

4.15.3.3 The Contractor shall provide and install 3 x Type 1B manhloles as shown on Dwg. #HA-175522.001-002 and Dwg. #HA-175524.001.

00

REV NO.

Reference Drawings Conduit and Trench Layout Conduit and Crossing Details Manhole Construction Details

4.15.3.2 The Contractor shall trench, excavate and install concrete encased duct bank from the existing MH #3151 to an interface point located 1.5 meters inside the fence of CDC building via 2 proposed type 1B new manholes as shown on Dwg. # HA-175522.001.

0002

JO/EWO

DESCRIPTION


HA-175522.001-002 HA-175523.001 HA-175524.001

DISCIPLINE ENGINEER

4.16


The Contractor shall provide an outside plant network to serve the communications services as shown on the drawings listed below:

Site Painting and Coating Work 4.16.1

All structural steel works shall be painted in accordance with SAES-H-101 Approved Protective Coating System, APCS-6.

4.16.2

All bolts, anchors, and members embedded in concrete shall be coated with APCS-1C primer only of SAES-H-101 Approved Protective Coating Systems.

4.16.3

All surfaces of concrete which are in contact with earth shall be coated with APCS-10 of SAES-H-101 Approved Protective Coating Systems.

4.16.4

All steel reinforcement shall be fusion bonded epoxy coated per 09-SAMSS-106 Epoxy Coating of Steel Reinforcing Bars.

4.16.5

All surfaces to be painted or coated shall be cleaned and prepared in accordance with SAES-H-100 Coating Materials and Application Requirements for Industrial Facilities.

4.16.6

Provide and install polyethylene vapor barrier under concrete in accordance with SAES-Q-001 Criteria for Design and Construction of Concrete Structures.

6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________






EDSD VERIFICATION

DATE:

BY:

6/27/08

4.17

Site Structural Concrete DRAWING TITLE CONSTRUCTION SCOPE OF WORK


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SSJ ALL

ENGG CERT

4.17.1

ALL

• • •

Valve Boxes. Headwalls for the culverts. Miscellaneous structural concrete items such as walkways, ramps, trenches, retaining walls, curbs, sumps, valve boxes and foundations for equipments where applicable. All structural and non-structural concrete and reinforcement steel works shall be in conformance with the provisions of SAES-Q-001 and 09-SAMSS-098, 09SAMSS-097, 09-SAMSS-106.

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


4.17.2

Contractor shall construct all concrete items which includes, but is not limited to the following:

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

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ENGG CERT

SSJ

SECTION 5.0 - DETAILED DESCRIPTION OF WORK PHASE 500 – MECHANICAL

JO/EWO

0002 6/27/08

General 5.1.1

All work shall comply with the requirements of SAUDI ARAMCO Engineering and Safety Standards and appropriate SAUDI ARAMCO specifications.

5.1.2

All work shall be performed by qualified personnel who are thoroughly trained and experienced in the particular scope of work to be executed.

5.1.3

All equipment openings shall be covered or plugged to prevent the entry of foreign matter.

5.1.4

CONTRACTOR shall ensure that all equipment are erected, properly aligned, leveled, and adjusted for satisfactory operation.

5.1.5

All equipment shall be installed at locations shown on project drawings.

5.1.6

Equipment will be available at the locations specified in the contract. CONTRACTOR shall be responsible for picking up the equipment and hauling them to the site. If interim storage is required, CONTRACTOR shall provide storage and necessary care of equipment to ensure that it arrives at site in as received condition. This part of the scope includes but is not limited to: • Picking up equipment from storage area, moving it to work site, unloading it, lifting it and installing it. Inspecting mechanical equipment upon receipt and also immediately after moving from storage or pickup area to installation site for damage or defect in main or auxiliary equipment and submitting written report of damage and defects. • Lifting mechanical equipment at the work site and setting on permanent foundations. • Bolting equipment to foundations. • Grouting as required. • Hooking up all connections, platforms, ladders, instruments, etc. in accordance with the applicable drawings and manufacturer’s instructions. • Making good all damage and defects in coating caused during transportation and erection. • Testing of mechanical equipment for operability prior to commissioning.

00

REV NO.

DATE

DESCRIPTION


ALL

5.1

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

5.1. 7

CONTRACTOR must take proper care of mechanical equipment given to him. This would include space heaters on motors, protective grease on machined surfaces, rotating of shafts, inside storage and whatever other preservation methods as suggested by manufacturers to protect the equipment until commissioning.

5.1.8

Final alignment of all equipment shall be by CONTRACTOR and shall be recorded on SAUDI ARAMCO pre-commissioning forms. SAUDI ARAMCO Representative shall witness and approve.

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



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All welding will be seal welding. No stitch, skip or spot welding will be allowed.

5.1.10

All tags and signs, flow arrows and product stenciling shall be by CONTRACTOR. Wording shall be approved by SAUDI ARAMCO Representative and BGP before installation.

ALL

ALL

ENGG CERT

5.1.9

5.2

Mechanical System Description

Raised floor air-conditioning will be provided by down flow computer room airhandlers. The primary cooling source for the air-handlers will be high efficiency watercooled centrifugal chillers arranged in an N+50% configuration. The backup cooling source for the air-conditioners will be provided by a Thermal Storage Tank with a capacity to provide cooling during the UPS battery discharge, 4,000 ton hours.

6/27/08

DATE

00

REV NO.

A direct digital building automation system (BAS) will be provided to control and monitor all mechanical systems.

DISCIPLINE ENGINEER

5.2.2

6/278 DATE: PROJECT ENGINEER 6/27/08

CFD modeling was conducted to determine the minimum raised floor plenum (RFP) depth. The models show the RFP should not be less than 48 inches (1.23 M) deep to allow high density computing operations on the raised floor. In order to use the raised floor space to maximum efficiency, heat dissipation of computer equipment cannot be spread uniformly throughout the data center. When the computer equipment is placed on the floor to achieve the best operation of computers, some areas will have a higher heat load density and therefore need more cooling. This translates into larger air flow quantities. The 48” RFP is deep enough to deliver the additional air flow required for high density areas, with minimum restriction to flow. For a 36” RFP, it is not deep enough to deliver the sizeable amount of air required for the high density areas as hot spots will be developed. The elevated temperatures would shorten the service and reliability of computer equipment.

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE:

CRAH (Computer Room Air Handlers) Galleries (DCC) NO. _____________________




EDSD VERIFICATION


BY:

6/27/08

DATE:


Raised Floor Raised Floor Depth

SSJ DATE:

Overview The intent is to design mechanical systems where all critical systems and components are reliable and flexible. This includes, but is not limited to, Chilled Water Plant, Air Handling Units, piping and control systems. Single failures of equipment, piping and control systems will not result in overall failure of the mechanical systems to perform their required functions.

0002

JO/EWO

DESCRIPTION


5.2.1

The project provides CRAH galleries that separate CRAH units from the Computer Room Raised Floor (CRRF). It was previously common practice to DRAWING TITLE CONSTRUCTION SCOPE OF WORK


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Adjacent CRAH galleries eliminate most of the inherent flaws of locating the CRAHs directly onto the CRRF. Maintenance of chilled water piping and associated fittings is restricted to the gallery areas. This eliminates accidental human factor damage to electrical/electronic equipment located on the CRRF. Additionally, accidental spillage of chilled water onto the CRRF is avoided. Maintenance of CRAHs is also restricted to gallery areas, thus again eliminating accidental human factor damage to electrical /electronic equipment located on the CRRF.

0002

JO/EWO

DESCRIPTION


ALL

ALL

ENGG CERT

SSJ

situate CRAHs on the CRRF, directly adjacent to sensitive electronic equipment. Having the CRAHs on the CRRF required chilled water piping to crisscross the entire subfloor. Most data center’s facility managers are concerned about the high potential for chilled water leaks in the subfloor area inherent with locating CRAHs on the CRRF. CRAHs have a notorious reputation for leaks in the subfloor of the CRRF. Numerous and costly schemes have been implemented to minimize the likelihood of such occurrences. However, these schemes could not eliminate the high risk of water leaks in the subfloor of the CRRF during routine CRAH maintenance. In the past 5-10 years, best practices and lessons learned have changed this conventional approach to locate the CRAHs in separate adjacent galleries.

00

REV NO.

DATE

6/27/08

At a CRRF computer power density of 200 watts/ft2, the CRAHs will discharge a considerable amount of noise that is a significant problem for the day-to-day operation at the CRRF. Locating the CRAHs in separate galleries will enhance the operations on the CRRF and contain this noise within the galleries. CRRF security is also enhanced by restricting entry to the CRRF solely to personnel directly involved with CRRF electrical/ electronic equipment. All associated piping, fittings and appurtenances will be housed in the galleries. The duct wall penetrations will have combination fire and smoke dampers.

DISCIPLINE ENGINEER


5.2.3

Thermal Storage System

SSJ DATE:

In order to provide emergency cooling during power outages that cause chiller restarts, the project will have a Thermal Storage Tank (TST). The carbon steel TST will be 45 feet (13.72 meters) tall and 51 feet (15.54 meters) in diameter, with 6 inches of closed cell insulation and outer aluminum cladding, and will hold 670,000 gallons of chilled water. The TST will have two internal diffusers - one near the top and one near the bottom. The diffusers will reduce the water velocity as water enters and leaves the tank. The low velocity water will induce less turbulence in the TST and will better maintain the thermal separation in the TST between the warmer water at the top and the colder water toward the bottom.

6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

During normal operation, the chilled water plant will produce 5-10% extra chilled water flow to charge the TST. The extra flow will enter the TST through the bottom diffuser. Water at the top of the TST will be slightly warmer than the water entering the bottom of the tank. The warmer water at the top of the tank will flow to the chilled water return and back to the chillers. This normal operation mode will maintain the TST full of chilled water close to the temperature of the chilled water supply temperature.

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


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During all modes of operation, the water level in the TST will be constant. The boundary of the cold and hot water in the tank will move up and down, but the total amount of water in the tank will not change. Total volume of water in the chilled water system will also be constant. The only change in volume will be a very small change due to thermal expansion/contraction as the percentage of cold and warm water changes in the system. 5.2.4

0002

JO/EWO

DESCRIPTION


ALL

ALL

ENGG CERT

SSJ

When one or more chillers fail, the pump or pumps that circulate chilled water through the failed chiller(s) will stop and the flow through the TST will be reversed. The colder water at the bottom of the tank will flow to the chilled water supply header and the chilled water return will flow to the top of the TST. The coldest chilled water at the bottom of the TST will replace the chilled water from the failed chiller(s). The top of the TST will temporarily store the hot return chilled water. In this manner the TST will supply 4,000 ton hours of cooling during a failed chiller mode or loss of main power or delay of generator power. This 4,000 ton-ours of cooling provides chilled water to the raised floor CRAHs for 15 minutes at a heat load of 200 watts/ft2, the same duration as the UPS battery system.

00

REV NO.

DATE

6/27/08

The main mechanical plant will consist of an N+50% chiller and cooling tower configuration. Due to the possibility of a chiller refrigerant leak, no more than two (2) chillers will be in a single room. The plant will therefore have six separate chiller rooms and will be provided with a valve arrangement so that any room can be isolated from the others. Thus, a refrigerant leak can only affect the leaking chiller and the single adjoining chiller. There will be a thermal water storage tank to provide a minimum of 4,000 ton hours of emergency chilled water to the plant. The complete plant will have a total of twelve chillers (six future), twelve cooling towers (six future), twelve constant speed primary chilled water pumps (six future), twelve constant speed condenser water pumps (six future) and twelve VFD secondary chilled water pumps (six future). The total plant peak load will be 3,000 tons for Current Project and 5,500 tons for Future Project. Chiller installation will be staged to accommodate this load. For the Current Project, at no time should more than 4 chillers be running when the plant is operating at maximum peak load.

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


5.2.4.1 Water Cooled Chillers

6/27/08

OPERATIONS

The water cooled centrifugal chillers, will have an actual capacity (after testing tolerances have been accounted for) of 750 tons at 45°F chilled water temperature (operating) with a 10°F temperature differential.

ASA 6/27/08

DATE: (DCC) NO. _____________________

BY:

Actual chiller efficiency, after testing tolerances, will be 0.68 kW/ton. All chillers will be furnished with variable speed motors and HFC-134A refrigerant.





EDSD VERIFICATION

DATE:


Mechanical Plant Description

5.2.4.2 Chilled Water Piping System The plant will be designed in a primary/secondary Chilled Water Piping System arrangement with constant speed primary pumping and variable speed secondary pumping. This arrangement will reduce pump energy consumption DRAWING TITLE CONSTRUCTION SCOPE OF WORK


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during periods with lower cooling requirements by matching the water flow to the load requirements. Each chiller room will have a refrigerant leak detection system.

ALL

5.2.4.3 Chilled Water Piping and Piping Materials

5.2.4.4 Cooling Towers There will be a total of twelve cooling towers (six future) and twelve condenser water pumps (six future) making up the condenser water system. All of the cooling towers will drain to atmospheric sumps. The sumps will be constructed below the cooling towers and will be sized to provide five minutes supply of water at the circulation rate of that cooling tower. The individual cooling tower will be joined together with manually operated valves to all other cooling towers. The cooling towers will be counter flow type and non-combustible construction. The cooling towers will have a design entering wet bulb temperature of 92 degrees F.

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


A Schedule of Material for chilled water, condenser water, storm water drainage, sanitary piping, domestic water piping, sprinkler piping, fuel oil piping, vent piping, humidification piping, and fire suppression piping is provided in a table in section 6.6. All chilled water piping will be insulated with closed cell insulation meeting NFPA and smoke rating. Exposed pipe insulation will have an aluminum jacket. The thickness and type of insulation will comply with Saudi Aramco Standards. The piping in the galleries will have a capped connection for future connection. The future connection will be available for either additional CRAH units or direct cooled computer equipment. Dielectric couplings shall be provided at all junctions of dissimilar piping materials to prevent corrosion.

DISCIPLINE ENGINEER


Raw water will be utilized as make-up water to the cooling tower sumps. Two (redundant) make-up water lines will supply water to a raw water storage tank in the equipment yard. The system will be piped so the water can be supplied from the storage tank to any of the cooling tower sumps as required.

SSJ DATE:

6/27/08

CERTIFIED 6/27/08

DATE:

Each cooling tower sump will be equipped with a dedicated drain and a digital water level control system that will sense and alarm high and low water levels. Sump sweeping systems with solid separation will be provided for basin cleaning.


6/27/08

OPERATIONS

5.2.5

ASA

BY:

The computer rooms will have 48 inch (1.22 meters) raised floor plenum to distribute cooling air throughout the room. Floor grates with dampers and a minimum of 56% open free area will be in the floor to supply air to room. Each CRAH will have supply and return ducts and smoke/fire dampers. The CRAH will be in equipment galleries along the length of the computer rooms. The galleries will provide maintenance space for the CRAH so that the maintenance staff will not have to enter the computer room. There will be 144 (72 future) down flow, chilled water CRAH units to circulate air to cool the raised floor area. The CRAH units will be equipped with two way valves, filters, disconnect switch

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



Computer Room Cooling

6/27/08

DATE:



DOC


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ALL

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and dual power (A & B power) static switches. Reheat and humidification are not provided by the CRAH units. Dual supply and return chilled water mains will serve all the CRAHs. The dual supply and return piping provides 100% redundancy for the water supply requirements for the CRAHs. The CRAHs will be nominal 40 ton units.

Pressurization will be maintained by modulating the outside air dampers to maintain the data center positive to adjacent corridors. Dedicated redundant exhaust fans will be provided to purge smoke and gaseous fire suppression released into raised floor areas. A 48 inch raised floor height is being recommended based on the power density requirement of 200 watts/ft2. After modeling several different configurations, there are clear short cycling problems (heat returning to the front of the IT cabinets) associated with a 36 inch raised floor. The poor velocities and pressures shown in the models are most noticeable when modeling the failure of the CRAH units. Raising the floor height helps to lower the velocities and provide a more uniform pressure gradient across the floor, thereby mitigating the problems of short cycling.

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


Six outside air make up air handling units (4 duty and 2 standby) will be installed. These units will humidify and pressurize outside air for the raised floor areas. The make up air handling units will have electric pre-heat and reheat coils, chilled water cooling coils, draw through fans, filters and electric steam humidifiers.

5.2.6

DISCIPLINE ENGINEER

Data Center


Ventilation/Humidification

•

Dedicated air handling units (AHUs) will be provided to offset data center skin and lighting loads and to provide pressurization and humidification. These AHU’s will provide fresh air to the Data Center areas.

•

Humidification will be of the electric, steam generating type.

•

Pressurization will be maintained by modulating the outside air dampers to maintain the data center positive to adjacent corridors.

•

Dedicated redundant exhaust fans will be provided to purge smoke and gaseous fire suppression released into raised floor areas.

6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08


DATE: (DCC) NO. _____________________

BY:

UPS System and Battery Room Ventilation






EDSD VERIFICATION

DATE:

•

The project provides six UPS rooms and corresponding battery rooms.

•

Battery Room exhaust system design criteria is 1 CFM/ft2 normally and 2 CFM/ft2 at high speed. Continuous exhaust will be provided via exhaust fans, designed in a 100% redundancy or 2N configuration for each Battery Room. One fan will lead and will be rotated periodically with the



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•

Dedicated air handling units will be provided in an N+1 arrangement for Battery Room ventilation. Two pairs of AHUs will be provided to support the spaces. These dedicated AHUs will be provided with filters, electric preheat coils, cooling coils and supply fans, and will be 100% outside air units. These outside air units will also ventilate and pressurize the UPS rooms. The Battery Room supply inlets will be located along the wall and opposite the exhaust inlets.

•

Conditioning of the UPS rooms will be accomplished by CRAH units installed in an N+1 arrangement in an adjacent AHU room. The CRAH units will be equipped with two-way valves, filters, disconnect switch and dual power (A & B power) static switches. Reheat and humidification are not provided at the CRAH units

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


ALL

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SSJ

other fan. The exhaust fans will be 2-speed fans such that each fan will operate at low speed in normal mode and at high speed in an emergency mode. Each battery room will be provided with two H2 sensors, 100% redundancy. If the H2 sensor detects H2 gas has reached 0.5% of the total battery room air volume, this will trigger the exhaust fan to go to high speed mode, which is equivalent to twice the normal exhaust volume from the Battery Room (i.e. 2 CFM/ft2). An interlock between the high-rate charging switch and the exhaust fans shall be provided. To ensure the exhaust fans do not shutdown during a power outage, they will be connected to the UPS. The battery room exhaust fan inlets shall terminate no higher than 150 mm (6 inches) above the floor in accordance with SAES-K-002 Paragraph 6.4.

DISCIPLINE ENGINEER

Constant Volume System for Support Rooms (Except Battery Rooms) Ventilation


•

SSJ DATE:

6/27/08

Dedicated AHUs will be provided to ventilate, condition and pressurize these spaces. (See the floor plans for spaces served.) These spaces will be areas not normally occupied and will not require comfort cooling.

CERTIFIED

Variable Air Volume (VAV) System for Support Rooms - Ventilation

6/27/08

DATE:


ASA

Units will be of the variable air volume (VAV) type utilizing shut off VAV boxes with SCR type electric heat. See the floor plans for spaces served.

DATE: (DCC) NO. _____________________

BY:

Miscellaneous Cooling




EDSD VERIFICATION

•

6/27/08

DATE:


The VAV system will supply normally occupied support spaces and spaces that require dedicated zone thermostats.

6/27/08

OPERATIONS


•

•

Rooms with large cooling loads similar to computer rooms, such as the network room, will have N+1 CRAHs to cool the room. The VAV system will provide ventilation. The down flow CRAH in the room will re-circulate room air to cool the space.



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•

The Office Area will be served by two variable volume air handling units. These units will be equipped with filters, return air bypass sections, chilled water cooling coils and draw through fans equipped with variable frequency drives. There will be an electric preheat coil in the outside air intake duct. The air distribution systems will be low velocity under the raised floor variable volume systems. These systems will utilize modular integrated terminals (MITs) to regulate air flow to maintain zone temperature via local thermostats mounted on the walls. Interior zones are served by cooling only MIT boxes that are open to the under floor plenum. Perimeter zones will be served by MIT boxes that are ducted to modular fan terminals (MFT) with electric reheat for skin load control.

•

Local zone thermostats will control the perimeter fan terminals. Static pressure, temperature and dew point sensors located under the raised floor will be used to maintain supply air temperature at 60°F, adjustable, by bypassing return air around the cooling coil. The supply fan speed will modulate to maintain a static pressure of 0.05 inches under the floor. Relief fans will be activated whenever the air handlers are activated. The relief fans will run at constant volume to control space pressurization.

•

The Office Area under floor air handlers function independently. Each unit will be equipped with its own controller. Air handler control, monitoring and alarm functions will be by the BMS vendor. However, the MIT and MFT boxes are local control only.

•

A dedicated air handler will serve other Office Area rooms (including the lobby, prayer room, restrooms, etc.) that are located on the first and second floors not on raised floor. The unit will be equipped with filters, electric preheat coil, chilled water cooling coil and draw-through fan equipped with a variable frequency drive. The air distribution system will be an overhead variable volume system with electric reheat at the perimeter for skin load control. Supply fan speed will be modulated to maintain duct static pressure at a location in the supply ductwork. There are exhaust fans for the Restrooms, Locker and Food Area. These will operate continuously or on a time schedule.

•

The VIP Function Auditorium will be served by its own dedicated air handler and return air fan. The unit will be equipped with filters, chilled water cooling coil and draw through fan equipped with a motor starter. The air distribution system will be a constant volume system with an electric reheat coil in the supply ductwork to maintain space temperature via wall mounted thermostats. The return air fan will be activated whenever the air handler is activated. The return fan will be equipped with a relief air damper that will modulate with the return air damper of the AHU to control space pressurization.

JO/EWO

0002 6/27/08

00

REV NO.

DATE

DESCRIPTION


ALL

ALL

ENGG CERT

Office Area

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



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CONTRACTOR shall provide and install air-conditioning systems complete with associated accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.3.2

CONTRACTOR shall provide and install exhaust fans centrifugal type complete with associated accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.3.3

CONTRACTOR shall provide and install supply and return metal ductworks complete with fittings, insulation, sealant, hanger and supports as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.3.4

CONTRACTOR shall provide and install exhaust metal ductworks complete with fittings, sealant, hanger and supports as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.3.5

CONTRACTOR shall provide and install diffusers, registers and sand trap louver complete with mounting accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.3.6

CONTRACTOR shall provide and install pre-insulated flexible supply ducts complete with hanger and supports as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.3.7

CONTRACTOR shall provide and install manual control volume dampers complete with mounting accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.3.8

CONTRACTOR shall provide and install smoke and fire dampers complete with mounting accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.3.9

Provide and install filters complete with mounting accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.3.10

Provide and install pipe condensate drain piping complete with fittings, and supports as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications

5.3.11

Provide and install flexible duct connector complete with mounting accessories as shown on the drawings and in accordance with project specifications and

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


ALL

5.3.1

DATE:

Heating, Ventilating and Air-Conditioning (HVAC) Air Systems

(DCC) NO. _____________________

ALL

ENGG CERT

5.3

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA




EDSD VERIFICATION



BY:

6/27/08

DATE:



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SSJ

JO/EWO

0002 6/27/08

Provide Pre-start up and commissioning of HVAC units, as per SAES-K-001 in accordance with project specifications.

5.3.14

Provide testing, adjusting and balancing for the HVAC system in accordance with project specifications and Saudi Aramco standards and specifications

5.3.15

CONTRACTOR shall provide and install air terminal units complete with associated accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications

5.3.16

CONTRACTOR shall provide and install chilled water computer room air handler (CRAH) units complete with associated accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications

5.3.17

CONTRACTOR shall provide and install air handling units complete with associated accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.3.18

CONTRACTOR shall provide and install electric unit and cabinet heaters complete with associated accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.3.19

CONTRACTOR shall provide and install intake and exhaust roof hoods complete with roof curbs as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.3.20

CONTRACTOR shall provide and install electric duct heaters complete with associated accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.3.21

CONTRACTOR shall provide and install electric humidifiers complete with associated accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


Saudi Aramco standards and specifications. Provide and install wall louvers and sand trap louvers complete with mounting accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.3.13

00

REV NO.

DATE

DESCRIPTION


ALL

ALL

ENGG CERT

5.3.12

6/27/08

OPERATIONS ASA

BY:

Heating, Ventilating and Air-Conditioning (HVAC) Hydronic Systems 5.4.1

CONTRACTOR shall provide and install centrifugal water chillers complete with associated accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.4.2

CONTRACTOR shall provide and install double end suction pumps and complete with associated accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



5.4

6/27/08

DATE:



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THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF SAUDI ARAMCO. NO REPRODUCTION IN FULL OR IN PART SHALL BE OBTAINED FROM THIS DO CUMEN T WITHOUT THE WRITTEN CONSENT OF ITS OWNER.


ASA

PMT OPRNS


SSJ

CONTRACTOR shall provide and install cooling towers complete with associated accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.4.4

CONTRACTOR shall provide and install thermal energy storage tank and raw water storage tank complete with associated accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.4.5

CONTRACTOR shall provide and install air separators complete with associated accessories as shown on drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.4.6

CONTRACTOR shall provide and install expansion tanks complete with mounting accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.4.7

CONTRACTOR shall provide and install butterfly valves complete with accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.4.8

CONTRACTOR shall provide and install flow meters complete with accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.4.9

CONTRACTOR shall provide and install sump cleaning solid separator removal system complete with associated accessories as shown on drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.4.10

CONTRACTOR shall provide and install variable frequency drives complete with mounting accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.4.11

CONTRACTOR shall provide and install meters and gages as shown on drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.4.12

CONTRACTOR shall provide and install HVAC water treatment system complete with associated accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

5.4.13

CONTRACTOR shall provide and install liquid leak detection systems complete with associated accessories as shown on the drawings and in accordance with project specifications and Saudi Aramco standards and specifications.

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


ALL

ALL

ENGG CERT

5.4.3

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


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PMT OPRNS


Plumbing 5.5.1

ALL

ENGG CERT

SSJ

5.5

Plumbing System Description

ALL

Storm Drainage

Roof drainage will be sized based on 250mm/hr (10 inches/hr) in accordance with the Saudi Aramco Building Code and installed as indicated in the Saudi Aramco Plumbing Code. Drain placement will be integral with low points created by roof pitch and coordinated with columns and chases which can be used as pathways for drops to below grade. This will minimize the extent of horizontal drains above slab within the building. Secondary or emergency roof drainage will be accomplished by providing overflow type roof drains adjacent to the primary drain body and sized identically to primary roof drains. These drains will be piped independently of the primary system and will visibly discharge to grade indicating there is a problem with the primary roof drain system. Areaways will be provided with areaway drain type fixtures and will be piped to the site storm collection system and will flow by gravity.

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


Primary roof drainage will be served by roof drains and piped to flow by gravity. Below grade piping will also flow by gravity to the site distribution system. Cleanouts will be provided per code. Building elements and functions will also be considered for locating cleanouts to avoid placement in areas where their use could cause potential damage.

Condensate from CRAH units will be piped to floor drains located in the gallery spaces. These drains will not be trapped but will be provided with antisplash fittings and funnels. Condensate will be piped to a central sump location outside the gallery spaces. The sump will serve as an indirect waste connection to the storm water system. The outlet from the sump will be through a trapped and vented floor drain and will discharge to the site storm water collection system by gravity. The trap will have an automatic self primer to protect the trap water seal.

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:

An overflow sump will be provided adjacent to the primary and will have a separate site connection. This will avoid shutdown in the event there is a problem with the primary storm drainage, particularly during heavy rains. The discharge main from the CRAH units into the sump, as well as the outlets from each sump, will be provided with back water valves for additional protection. The primary sump will have a high level alarm panel with local alarm and will also report to the BMS. Cleanouts will be provided per code and Saudi Aramco Standards. Building elements and functions will also be considered for locating cleanouts to avoid placing them in areas where their use could cause potential damage.


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

Drains and associated piping will be provided in the Data Rooms. Each drain will terminate in the gallery trenches, above the trench finished floor elevation. These drains are for future use in the event chilled water is required for cooling in the Data Rooms. Initially, the drains will be capped within the trench, isolated from the main drainage systems and the floor drain body within the Data Room DRAWING TITLE CONSTRUCTION SCOPE OF WORK


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SSJ

will be fitted with a solid grate which can be retrofitted to a strainer at a later date, without having to saw cut and patch the floor.

ALL

Sanitary, Waste, Special Waste, and Vent Systems Sanitary drainage will discharge via an eight inch line from the facility to an onsite lift station (if needed). Floor drains with vented deep seal traps will be provided in all toilet rooms and mechanical rooms.

Battery Rooms will be provided with trapped and vented floor drains to serve emergency shower and eye/face wash fixtures and to serve wash down in the event of electrolyte spills. Drain, waste and vent piping will be high density polypropylene acid resistant and will be independent of other drainage systems. Waste will be piped to an acid neutralization tank in a readily accessible location just outside the facility. Venting serving the acid waste system will be extended to roof terminations through acid resistant piping and will be dedicated to the acid waste system. A sampling sump with pH monitor will be provided and report to the building’s BMS system.

0002

JO/EWO

DESCRIPTION


All fixtures, including floor drains, will be vented. Venting systems will terminate through the roof with minimal roof penetrations.

00

REV NO.

DATE

6/27/08

There will be an on site sewage lift station, provided as a packaged system, on the exterior to the building for black water removal The BMS will monitor pump on/off status, motor failure, lead/lag, multipump operation and tank level with high level alarm. Sweet and Raw Water Systems

DISCIPLINE ENGINEER

One four inch sweet (potable) water service will be required to serve domestic water requirements for this facility. A twelve inch raw water service will provide make-up water, firefighting capability and irrigation. The raw water storage tank will be located near the TESS tank. The BMS will monitor water pressure and tank level. The raw water storage tank will provide 72 hours of make-up water for the condenser water system when operating at peak load.


6/27/08

CERTIFIED 6/27/08

DATE:


The fire service will be a separate, dedicated raw water service. The sweet water service and the raw water portion used for make-up will be installed with strainer, meter, reduced pressure backflow prevention device (RPZ) and bypass prior to distribution to the facility. The bypass associated with this service will also include an RPZ. Each cold water make up will be three inch and be provided with a dedicated RPZ. RPZs will be centrally located with indirect drains piped directly to the exterior. Floor drains within the room will also be provided. Sweet water distribution will be through insulated copper piping and have ball valves at each branch, each piece of connected equipment or each fixture. All piping serving equipment with quick closing devices or valves will be provided with piston type water hammer arrestors. An isolation valve will be included, dedicated to the arrestor to ease replacement. An additional RPZ will be required for the site irrigation systems.

6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

Domestic hot water will be generated by either tank type electric water heaters DRAWING TITLE CONSTRUCTION SCOPE OF WORK


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or point of use water heaters. Point of use or “instantaneous” types will be provided for remote, single fixture applications and will be mounted on the wall below the fixture being served. In the Office Area, staff toilets, locker rooms and centrally located Housekeeping will be served by an 80 gallon, electric, tank type heater. This unit will be located within Housekeeping. A dedicated electric, tank type water heater will serve emergency showers located in the Battery Rooms.

Plumbing Fixtures The Hammam in the Security Support Building and Staff toilet areas in the Office Building will be provided with a combination of wall hung white vitreous china water closets (Western Style) and floor mounted porcelain enameled cast iron water closets with anti-splashing flushing rim (Eastern Style). Wall hung urinals will also be provided. Lavatories will be white vitreous china under deck mounted lavatories. These facilities are ADA compliant. A single occupant restroom near the loading dock and in Back of House area will also be ADA compliant and supplied with identical fixtures. Bi-level, ADA compliant electric water coolers will be located near staff toilet areas. Each toilet room, housekeeping area and mechanical room will have floor drains.

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


Sweet water pressure to the facility will be supplemented by the use of a booster pump and will ensure proper operation of connected equipment/fixtures. The pumping assembly will be duplex and constructed for use in potable water systems. Each pump will be sized to meet 100% of the demand. This redundancy will allow the sweet water system to continue to operate at full capacity in the event of a pump failure. Pump status and system pressure will be monitored by the BMS system.

DISCIPLINE ENGINEER

Combination emergency showers/eye/face wash will be provided in mechanical rooms having chemical treatment and battery rooms. These fixtures will receive tepid water, piped from a dedicated electric, tank type water heater, through a thermostatic mixing valve. Valve will have factory piped automatic cold water bypass suitable for use with emergency showers. Showers in battery rooms will be fitted with local alarm indicating use/flow, which can also be monitored by the buildings BMS System. Floor drains will be provided for units in mechanical rooms only. All discharge from battery rooms will be piped to an acid neutralization tank within the building.


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS

Exterior, recessed wall hydrants will be provided in various locations. A recessed, hot and cold water wall hydrant is suggested for use in trash room and loading dock areas.

ASA 6/27/08

DATE: (DCC) NO. _____________________

BY:

5.5.2






EDSD VERIFICATION

DATE:

CONTRACTOR shall provide and install packaged water booster pump skid assembly units complete with associated accessories as shown on the drawings.

5.5.3

CONTRACTOR shall provide and install all plumbing fixtures with associated accessories as shown on the drawings.

5.5.4

CONTRACTOR shall provide and install all acid waste piping and accessories, interior and exterior serving Corporate Data Center complete with fittings,



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5.5.5

CONTRACTOR shall provide and install Plumbing control panels and mounting accessories as shown on the drawings.

5.5.6

CONTRACTOR shall provide and install PVC pipe condensate drain piping, above and below slab, complete with fittings, and supports.

5.5.7

Pre-start up and commissioning of Plumbing water pressure booster units, as per SAES-K-001.

5.5.8

CONTRACTOR shall provide Testing, adjusting and balancing for the PlumbingSystems.

5.5.9

CONTRACTOR shall provide and install Sweet and Raw Water piping, above and below slab, complete with fittings, and supports.

5.5.10 CONTRACTOR shall provide and install trap primer manifold and single service types valve assemblies complete with fittings, and supports. 5.6

0002

JO/EWO

DESCRIPTION


ALL

ALL

ENGG CERT

SSJ

sealant, tank vaults, hanger and supports.

Fuel System

The fuel oil system scope includes, but not limited to the following as per drawings Saudi Aramco specifications ad applicable Industry Standards:

DISCIPLINE ENGINEER


• • • • • • •

SSJ DATE:

6/27/08

CERTIFIED 6/27/08

DATE:


5.6.2

ASA

BY:

Each tank shall be provided with piping and access containment chambers as indicated on the drawings. The chambers shall be furnished by the tank manufacturer.

DATE: (DCC) NO. _____________________




EDSD VERIFICATION

Underground Fuel Oil Storage Tanks The underground fuel oil storage tanks shall be 40,000 gallon capacity, fiberglass reinforced plastic and conform to Underwriters Laboratories Standard UL1316, NFPA 30 and the International Fire Code, latest editions.

6/27/08

DATE:


Underground fuel oil storage tanks Underground fuel oil piping Day tanks Aboveground fuel oil piping Fuel polishing system Fuel oil system controls Fuel oil monitoring system.

6/27/08

OPERATIONS


The contractor shall furnish and install a complete and operating fuel oil system in accordance with Saudi Aramco Engineering and Safety Standards, appropriate Saudi Aramco specifications and other applicable standards listed in this document.

00

REV NO.

DATE

6/27/08

5.6.1

Each tank shall be pressure tested to 5 psi for two hours prior to putting the tank into service. No loss of pressure will be allowed. DRAWING TITLE CONSTRUCTION SCOPE OF WORK


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The tank excavation shall be backfilled with pea gravel. The pea gravel shall be placed in the excavation in 12 inch lifts to ensure maximum compaction.

ALL

5.6.3

Day tanks shall be installed to serve each generator. There shall be one day tank per generator. Each day tank shall be 600 gallon capacity and shall be of the dimensions indicated on the drawings. Day tanks shall be constructed in accordance with Underwriters Laboratories Standard UL142 and the applicable sections of NFPA 30, 31 and the International Fire Code.


DESCRIPTION

Day tanks shall be installed with all appurtenances indicated on the drawings, including but not limited to: level controls, primary and emergency vents, supply and return piping to the generator and to the underground tanks. 5.6.4

Fuel Polishing System Packaged factory built fuel oil filtration systems shall be installed to provide filtration for each of the underground tanks. A separate filtration system shall be installed for each UST. The system shall be operated by timer for normal operation with a manual override. The system shall comply with the applicable standards of ASTM, UL, IEEE, NEMA.

0002

JO/EWO

5.6.5

6/27/08

DATE

Day Tanks

Fuel Oil System Controls

00

REV NO.

The fuel oil control system shall be provided as follows: DISCIPLINE ENGINEER

•


•

SSJ DATE:

• •

6/27/08

CERTIFIED 6/27/08

DATE:

5.6.6



DATE: (DCC) NO. _____________________

BY:

5.7




EDSD VERIFICATION



Fuel Oil Monitoring System Provide a single monitoring system that complies with Saudi ARAMCO Standards for performance of both automatic and manual leak detection tests. The monitoring panel shall be UL listed and intrinsically safe, with all accessories required for complete fuel system monitoring. An overfill alarm shall be provided and mounted near the remote fill station. The overfill alarm shall alarm at 90% of each individual UST’s capacity (36,000 gallons).

6/27/08

DATE:

A single Tank Selector and Pump Control Panel for control of the selection of UST and submersible pumps. One Day Tank Level Control Panel for each day tank provided. This panel will provide level control for it’s day tank and transmit control signals to the Tank Selector and Pump Control Panel. Separate motor starters for each submersible fuel oil transfer pump. Communications to the facilities BMS.

Fire Protection Systems (Corporate Data Center) 5.7.1

Fire Protection Systems Description The Data Center raised floor areas and Electrical and Mechanical Infrastructure areas will be protected by double interlock pre-action sprinkler systems and other areas will be protected by wet type sprinkler system. The design and



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ASA

PMT OPRNS


JO/EWO

0002 6/27/08

A wet pipe sprinkler system will be provided for Office Areas, public corridors within the Data Center and Infrastructure areas and other non-critical areas.

A 4 inch line will be run from the fire line to a flanged tap at both transformer areas for future sprinklers. Novec-1230 clean agent gas suppression systems will be provided for the raised floor Data Center, Tape Storage Room and under raised floor, and Tape Processing room. Portable fire extinguishers will be provided throughout the building as required by SAES.

00

REV NO.

DATE

DESCRIPTION


ALL

ALL

ENGG CERT

SSJ

installation will be in accordance with Aramco Standards, IFC and NFPA 13. Sprinklers will be zoned so that no zone’s system serves both sides of a redundant configuration. The first interlock should be addressable intelligent detectors. The detectors will be spaced according to the function and the use of each area. A double interlock pre-action system takes two actions to occur before water enters the piping. The addressable intelligent detectors, will be first to activate, causing pre-alarm on the alarm control panel. Upon a sprinkler head activation, the air is released thru the sprinkler head opening and only then water enters the piping systems. If a sprinkler head or sprinkler piping is damaged and causes a loss of air pressure in the piping system,, no water would enter the piping system; a low air trouble alarm will be send to the Central Alarm Panel.

DISCIPLINE ENGINEER

5.7.2

CONTRACTOR shall provide and install packaged Fire pump and Jockey pump assembly units complete with Motor Controllers associated accessories as indicated on the drawings.

5.7.2

CONTRACTOR shall provide and install all sprinkler heads with associated accessories as shown on the drawings.

5.7.3

CONTRACTOR shall provide and install Fire Protection control panels and mounting accessories as shown on the drawings.

5.7.4

CONTRACTOR shall provide and install auxiliary drains at all trapped piping sections to secure complete sprinkler system drainage.

5.7.5

CONTRACOR shall install the entire dry pre-action piping system with1/8” pitch for secure complete sprinkler system drainage.

5.7.6

CONTRACTOR shall provide Testing, adjusting and balancing for the Fire Protection Systems.

5.7.8

Automatic Sprinkler Systems


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

Automatic Sprinkler systems for the Corporate Data Center shall include but not be limited to the following:



DOC


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•

Raw water cast iron pipes and fittings inside services building including valves and accessories to serve the fire protection systems in the non-critical and common areas.

•

Provide wet system cabinets with all related appurtenances where indicated on drawings.

•

Provide piping, hangers and supports and listed sprinkler heads as indicated in the design documents and specifications and as suited by the facility construction.

•

For fire alarm monitoring refer to Electrical Fire Alarm drawings and specifications.

JO/EWO

0002 6/27/08

Pre-action Sprinkler Systems

00

REV NO.

DATE

DESCRIPTION


ALL

ALL

ENGG CERT

SSJ

Wet Sprinkler systems

•

Provide raw water steel pipes and fittings including valves and accessories to serve the fire protection systems in the critical areas for the dry pre-action systems as indicated on drawings and specifications.

•

Provide pre-action system cabinets with all related appurtenances where indicated on drawings.

•

Provide piping, hangers and supports and listed sprinkler heads as indicated in the design documents and specifications and as suited by the facility construction.

•

For detection systems and monitoring refer to Electrical Fire Alarm drawings and specifications.

DISCIPLINE ENGINEER


6/27/08

Clean Agent NOVEC -1230 Gaseous Systems

CERTIFIED 6/27/08

DATE:

•

Provide steel pipes and listed fittings for clean agent systems including valves and accessories to serve the special hazard systems in the sub-floor spaces in data halls, and total flooding systems in tape storage and tape processing areas.

•

Provide piping, hangers and supports and listed gas nozzles as indicated in the design documents and specifications and as suited by the facility construction.

•

Provide control and agent release panels, detection, monitoring and audio/visual systems associated with the clean agent systems as indicated in the fire protection drawings and specifications.

•

Provide electrical wiring and controls associated with the clean agent systems. Coordinate all connectivity with the Facilities Fire Alarm System.


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________






EDSD VERIFICATION

DATE:

BY:

6/27/08

•



DOC


SAUDI ARABIA

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PMT OPRNS


SSJ ALL

ENGG CERT

SECTION 6.0 - DETAILED DESCRIPTION OF WORK PHASE 600 – PIPING

All work shall comply with the requirements of SAUDI ARAMCO Engineering and Safety Standards and appropriate SAUDI ARAMCO specifications.

6.1.2

All work shall be performed by qualified personnel who are thoroughly trained and experienced in the particular scope of work to be executed.

6.1.3

All equipment openings shall be covered or plugged to prevent the entry of foreign matter.

6.1.4

CONTRACTOR shall ensure that all piping is erected, properly aligned, leveled, and adjusted for satisfactory operation.

6.1.5

All equipment shall be installed at locations shown on project drawings.

6.1.6

Piping will be available at the locations specified in the contract. CONTRACTOR shall be responsible for picking up the equipment and hauling them to the site. If interim storage is required, CONTRACTOR shall provide storage and necessary care of piping to ensure that it arrives at site in as received condition. This part of the scope includes but is not limited to:

REV NO.

DATE

0002

JO/EWO

DESCRIPTION


6.1.1

6/27/08

General

00

ALL

6.1

DISCIPLINE ENGINEER

•


6/27/08

• • • •

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS

•

ASA

• 6.1.7

CONTRACTOR must take proper care of piping given to him. This would include protective grease on machined surfaces, inside storage and whatever other preservation methods as suggested by manufacturers to protect the piping until installation.

6.1.8

Final testing of all piping shall be by CONTRACTOR and shall be recorded on SAUDI ARAMCO pre-commissioning forms. SAUDI ARAMCO Representative shall witness and approve.

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

Picking up piping from storage area, moving it to work site, unloading it, lifting it and installing it. Inspecting mechanical equipment upon receipt and also immediately after moving from storage or pickup area to installation site for damage or defect in main or auxiliary equipment and submitting written report of damage and defects. Lifting piping at the work site and setting on permanent foundations. Supporting piping from approved hangers and supports. Grouting as required. Hooking up all connections to equipment, instruments, etc. in accordance with the applicable drawings and manufacturer’s instructions. Making good all damage and defects in coating caused during transportation and erection. Testing of piping for leaks prior to commissioning.



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SSJ ALL

ENGG CERT

6.1.9

All welding will be seal welding. No stitch, skip or spot welding will be allowed.

ALL

6.1.10 All tags and signs, flow arrows and product stenciling shall be by CONTRACTOR. Wording shall be approved by SAUDI ARAMCO Representative and BGP before installation. 6.1.11 See table of piping materials in section 6.6 for specific system piping materials.

6.2.1

CONTRACTOR shall provide and install supply and return chilled water piping complete with pipe fittings, joining material, insulation, hangers and supports as shown on drawings.

6.2.2

CONTRACTOR shall provide and install supply and return condenser water piping complete with pipe fittings, joining material, insulation, hangers and supports as shown on drawings.

0002

Plumbing Piping The following plumbing related works and components shall be provided:

6/27/08

6.3

HVAC Piping

6.3.1

DISCIPLINE ENGINEER

• • • • •


6/27/08

CERTIFIED


6/27/08

RTR piping will be used for all utility water piping below grade and must comply with Saudi Aramco material specification 01-SAMSS-034. All RTR piping exposed to direct sunlight will have anti-UV black pigmentation.


Drainage and Vent Systems Sanitary, Storm, and Condensate Waste facilities for Corporate Data Center shall include but not limited to the following:

DATE: (DCC) NO. _____________________

BY:

6.3.2






EDSD VERIFICATION

DATE:

Valves Pumps Specialties Support Piping

Provide sweet and raw water copper pipes and fittings inside services building including valves and accessories to serve the plumbing fixtures in the Data Center and Security Facilities.

6/27/08

DATE:

DATE:

Water Distribution Systems Raw and Sweet water for Corporate Data Center shall include but not limited to the following:

00

REV NO.

DATE

JO/EWO

DESCRIPTION


6.2

•

Provide drainage and vent system to service plumbing fixtures in the Data Center and Security Facilities.

•

Provide acid resistant drainage and vent pipes and fittings to serve the



DOC


SAUDI ARABIA

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ALL

ENGG CERT

SSJ

emergency eyewash and shower located in the battery room of substation. The acid drain shall be discharged to acid neutralization pit and will be drained to a soak-away pit.

JO/EWO

0002 6/27/08

All plumbing works shall be carried out in accordance with SAUDI ARAMCO applicable standards.

•

All RTR piping exposed to direct sunlight will have anti-UV black pigmentation.

Materials Inside Corporate Data Center, Gatehouse and associated Service Building sweet and raw water supply piping and fittings shall be copper, Type-L conforming to ASTM A88. Below grade sweet and raw water piping and fittings outside Corporate Data Center, Gatehouse and associated Service Building shall be RTR, conforming to ASTM D3262 and ASTM D4161. Below slab drainage, vent piping and fittings inside Corporate Data Center, Gatehouse and associated Service Building shall be RTR, Schedule 40, conforming to ASTM D3567 and ASTM D4024. Above slab drainage, vent piping and fittings inside Corporate Data Center, Gatehouse and associated Service Building will be PVC.

00

REV NO.

DATE

DESCRIPTION


6.3.3

•

DISCIPLINE ENGINEER

6.4


Fuel Piping 6.4.1

Provide composite double wall, fiberglass reinforced plastic piping system for all underground fuel oil supply, return, overfill, fill and vent pipe. The piping system shall comply with UL 971 and ASTM Standards D2310 and D2992.

SSJ DATE:

6/27/08

CERTIFIED 6/27/08

DATE:

The underground piping system shall be pressure tested in accordance with NFPA 30, 31 prior to being placed into service. No loss of pressure will be allowed.


Underground Piping

6/27/08

OPERATIONS

6.4.2

Aboveground Piping

ASA

DATE:

Provide single wall, aboveground fuel oil piping within the generator rooms as indicated on the drawings. Piping shall be ASTM A106, Schedule 40 Grade A or B.

(DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

The aboveground piping system shall be pressure tested in accordance with NFPA 30, 31 prior to being placed into service. No loss of pressure will be allowed



DOC


SAUDI ARABIA

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PMT OPRNS


ALL

• • • • • • •


DESCRIPTION

6.6

Backflow Preventor Valves Fire Pumps and Jockey Pumps Pump Motor Controllers and Automatic Transfer Switches Water Flow and Tamper Switches Factory pre-packaged Wet and Pre-Action systems cabines Supports

Piping Material Schedule

Piping Material Schedule Service RTR

00

REV NO.

DATE

6/27/08

0002

JO/EWO

Fire Water Service Dedicated Raw water fire service for Corporate Data Center shall include but not limited to the following

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE:

Above Ground Condenser Water (See Note 1) Below Ground Condenser Water Above Ground Chilled Water (See Note 2)

X

Below Ground Chilled Water

X

Above Ground Fuel Oil Below Ground Fuel Oil Above Ground Domestic Water Below Ground Domestic Water Above Ground Sanitary Below Ground Sanitary Sprinkler Piping Above Ground Storm Below Ground Storm

Black steel

Copper

PVC

DI

X X X X X X X

X X

X X

Below Ground Refrigerant

X X

X

X

X



DOC


CI

X

Above Ground Refrigerant

Below Ground Vent Piping

Material Galvanized SS Steel

X

Above Ground Vent Piping (DCC) NO. _____________________




EDSD VERIFICATION


BY:

6/27/08

DATE:


Fire Protection Piping 6.5.1

ALL

ENGG CERT

SSJ

6.5

SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

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REV.NO.

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Service

ALL

ENGG CERT

SSJ

Piping Material Schedule

ALL

RTR

Black steel



DI

X

X

X

X

Above Ground Humidification

X

Below Ground Humidification

X

Legend RTR = glass-fiber-reinforced thermosetting resin pipe SS = stainless steel CI = cast iron PVC = poly-vinyl chloride DI = ductile iron Notes: 1. Piping to have Fusion Bonded Epoxy (FBE) coating on interior of pipe. 2. Piping to have Fusion Bonded Epoxy (FBE) coating on exterior of pipe.

00

REV NO.

PVC

X

Above Ground Fire Water Below Ground Fire Water

CI

X

Above Ground Raw Water Below Ground Raw Water

Copper

Material Galvanized SS Steel

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

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PMT OPRNS


SSJ ALL

ENGG CERT

SECTION 7.0 - DETAILED DESCRIPTION OF WORK PHASE 700 – ELECTRICAL

ALL

7.1.

JO/EWO

0002 6/27/08

Major equipment systems in the CDC building include 13.8 kV, 4.16 kV, and 480 V switchgears and transformers, 2 MW 13.8 kV Diesel Generators, UPS and Battery systems, Programmable Logic Controllers (PLCs), Power Distribution Units (PDU’s), Remote Power Panels (RPPs) and rectifiers and battery systems for substation auxiliary loads. 15Kv feeders from SECo substation to main switchgear room in CDC building. The project will be completed in two phases. All Phase I work is shown in bold on Contract Drawings and specifications. The CONTRACTOR shall refer to Drawing Control Log for the following sections:

00

REV NO.

DATE

DESCRIPTION


This Scope of Work identifies the WORK required to provide Electrical Power for the Saudi Aramco Corporate Data Center (CDC) Building and associated facilities. CONTRACTOR shall construct/install the facilities in accordance with this Scope of Work. The Project Drawings provide construction locations, dimensions, layouts and installation details. The term CONTRACTOR shall also include all his subCONTRACTORs and vendors.

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION


BY:

6/27/08

DATE:


General

INDEX A INDEX B INDEX B INDEX B INDEX B INDEX B INDEX B INDEX B INDEX B INDEX B INDEX P INDEX P INDEX P INDEX P INDEX P INDEX P INDEX P INDEX P INDEX P INDEX P INDEX P INDEX P INDEX P INDEX P INDEX P INDEX P INDEX P

Drawing # Drawing # Drawing # Drawing # Drawing # Drawing # Drawing # Drawing # Drawing # Drawing # Drawing # Drawing # Drawing # Drawing # Drawing # Drawing # Drawing # Drawing # Drawing # Drawing # Drawing # Drawing # Drawing # Drawing # Drawing # Drawing # Drawing #

H-174993 H-175017 H-175018 H-175019 H-175020 H-175021 H-175022 H-175023 H-175024 H-175026 H-175065 H-175066 H-175067 H-175068 H-175116 H-175117 H-175118 H-175119 H-175120 H-175121 H-175122 H-175123 H-175124 H-175125 H-175126 H-175127 H-175128


SPECIFICATIONS FIRE ALARM FIRE ALARM RISER FIRE ALARM LAYOUT FIRE ALARM BELOW FLOOR PUBLIC ADDRESS SYSTEM LIGHTNING PROTECTION FIRE ALARM BLOCK DIAGRAM FIRE ALARM DETAIL LIGHTNING PROTECTION DETAIL EPMS BLOCK DIAG EPMS EPO EPMS POINTS LIST SYMBOLS LIST SITE LIGHTING LIGHTING POWER DUCTBANK/TRENCH CABLE BUS TRENCH/DUCTBANK DETAIL GROUNDING PLAN GROUNDING RISER GROUNDING DETAIL SINGLE LINE-SYMBOLS SINGLE LINE DWG.TYPE PLANT NO. INDEX

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PMT OPRNS


DATE

GROUNDING CALCS

CONTRACTOR shall perform all fabrication works in accordance with Project Drawings, specifications and SAUDI ARAMCO Engineering Standards. The maximum amount of hot work, which is practical, shall be performed in the CONTRACTOR’s laydown yard.

7.1.3

All excavation and installation of underground cables and conduits shall be in accordance with SAUDI ARAMCO Engineering Standard SAES-P-104 as per NEC Article 300 and as required by the Project Drawings.

00

REV NO.

H-175149

7.1.2

SSJ DATE:

SINGLE LINE DC POWER RELAY DIAGRAM LIGHTING DETAIL RPPS, UNDERFLOOR SERVICE ENTRANCE PANEL SCHEDULE CABLE AND CONDUIT SCHEDULE RPP/PDU SCHEDULE SWITCHGEAR ELEV COORDINATION STUDY ETAP CALCS MOTOR STARTING TRANSIENT HEAT LOAD CALCS LIGHTING CALCS LIGHTNING PROTECTION SWITCHGEAR, TRANSFORMER, UPS, BATTERY,

CONTRACTOR shall perform all electrical work and furnish all equipment in accordance with the latest edition of SAUDI ARAMCO Engineering Standards (SAES), Saudi Aramco Materials Specifications (SAMSS), Saudi Aramco Engineering Procedures (SAEP), Saudi Electrical Company, National Electrical Code (NEC) and other applicable standards as indicated in the Project Drawings. In case of conflict, the more stringent code shall apply. CONTRACTOR shall adhere to all safety standards while carrying out his work.

DISCIPLINE ENGINEER


H-175129 H-175130 H-175131 H-175132 H-175133 H-175134 H-175135 H-175137` H-175138 H-175139 H-175141 H-175142 H-175143 H-175144 H-175145 H-175146 H-175147 H-175148

7.1.1.

6/27/08

0002

JO/EWO

DESCRIPTION


ALL

ALL

ENGG CERT

SSJ

INDEX P Drawing # INDEX P Drawing # INDEX P Drawing # INDEX P Drawing # INDEX P Drawing # INDEX P Drawing # INDEX P Drawing # INDEX P Drawing # INDEX P Drawing # INDEX P Drawing # INDEX P Drawing # INDEX P Drawing # INDEX P Drawing # INDEX P Drawing # INDEX P Drawing # INDEX P Drawing # INDEX P Drawing # INDEX P Drawing # CT SIZING CALCS INDEX P Drawing #

6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

Care shall be taken to avoid damage to existing underground facilities during excavation for and installation of new work. If during excavation, CONTRACTOR encounters any pipes, cables, concrete or other obstructions not indicated on the drawings, he shall stop, inform the SAUDI ARAMCO Representative verbally and in writing, then continue in accordance with subsequent instructions from SAUDI ARAMCO Representative. Any damage to existing underground facilities caused by CONTRACTOR or his SAUDI ARAMCO approved subCONTRACTORs, shall be promptly corrected to original conditions at no extra cost to SAUDI ARAMCO.

OPERATIONS ASA

DATE:

7.1.4 (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

CONTRACTOR shall provide and install wiring and cable systems in accordance with SAUDI ARAMCO Engineering Standards SAES-P-104 and National Electrical Code (NEC-2005) Article 310. Only compression lugs and cad welding



DOC


SAUDI ARABIA

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PMT OPRNS


CONTRACTOR shall provide and install switchgears, switchboards, control gears in accordance with SAUDI ARAMCO Engineering Standards SAES-P-116 and National Electrical Code (NEC-2005) Article 110.

7.1.6

CONTRACTOR shall provide and install redundant auxiliary AC/DC power system, including battery rooms and battery charging system will be provided to support the operation of all the switchgear rooms. The switchgear annunciation and alarm system will be integrated with the switchgears and mounted in the switchgears cubicle. The CONTRACTOR shall provide provisions to control and Monitor switchgears remotely from two different locations, OSPAS and the data center utility control room.

7.1.7

CONTRACTOR shall provide and install grounding conductors. Grounding of electrical equipment shall be in accordance with SAUDI ARAMCO Engineering Standard SAES-P-111 and National Electrical Code (NEC-2005) Article 250.

7.1.8

CONTRACTOR shall provide and install lighting in accordance with SAUDI ARAMCO Engineering Standards SAES-P-123, SAES-P-100 and National Electrical Code (NEC-2005) Article 410. All exterior lightings being installed by the project are connected to lighting panel board and shall be controlled by the lighting contactors and photocells.

7.1.9

CONTRACTOR shall provide and install a grounding system. Grounding of electrical equipment and devices shall be in accordance with SAUDI ARAMCO Engineering Standard SAES-P-111 and National Electrical Code (NEC-2005) Article 250. Grounding equipment and devices shall meet requirements of UL467.

7.1.10

CONTRACTOR shall perform cable testing, witnessed by SAUDI ARAMCO, in accordance with SAUDI ARAMCO Engineering Standard SAES-P-104, Section 13.1.

7.1.11

CONTRACTOR shall provide and install all wire markers, Raychem Heat Shrinkable type. Marking shall be typed not hand written.

7.1.12

CONTRACTOR shall provide and install all above ground cable markers (for the underground cable).

6/27/08

7.1.13

All conduit installation shall be in accordance with NEC Article 346 & SAES-P104. All conduits will be bonded per SAES-P-111 and NEC 250.

7.1.14

CONTRACTOR shall provide, fabricate and install all required supports. Unistrut and fittings shall be used for all supports except for single runs where other approved fasteners may be utilized. No parallel or edge clamps will be permitted.

7.1.15

CONTRACTOR shall provide and supply, engraved and install all phoenolic nameplates with stainless steel screws for all electrical equipments (junction boxes, lighting and power panelboards, control stations, switchgears, UPS

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


ALL

7.1.5

CONTROL NUMBER

ALL

ENGG CERT

SSJ

will be used. CONTRACTOR to insure that cable pulling tension is per manufacturers’ recommendations, bending radius, and the number of bends in one run of conduit meets NEC requirements.

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS

BY:

DATE: (DCC) NO. _____________________





EDSD VERIFICATION

DATE:


ASA



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

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10-00273-0002

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PMT OPRNS


ALL

ALL

ENGG CERT

SSJ

modules, batteries, switches, etc..). Each wire/cable shall be identified with a thermoplastic, slip-on wire/cable marker at each termination point. Snap-on and adhesive type markers are prohibited per 16-SAMSS-50, 410.3.5.

JO/EWO

0002 6/27/08 6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION

BY:

6/27/08

DATE:



The Critical electrical distribution system will consist of: • 13.8kV, 2000A Main Utility Switchgears. • 13.8kV, 2000A generator paralleling Switchgears. • 13.8kV, 2000 kW generator sets. • 13.8kV, 600A manual selector switches. • 13.8kV, 1200A Automatic Transfer switches

SSJ


All dimensions shown on the project drawings shall be field verified by CONTRACTOR prior to installation.

For the 50 watts/sqft build out phase, the electrical system will consist of the following (refer to construction documents for quantities of equipment). All underground conduits in ductbank related to Phase II work shall be installed Day I with nylon pull wire and capped for future use.


DATE:

7.1.17

The entire electrical distribution will consist of medium and low voltage electrical systems with an emergency backup system and UPS system. Work inside the building will include, but will not be limited to, telephone and data connections, grounding system, area lighting, indoor/outdoor lighting, receptacles, conduit/fittings and wires, supports, fire alarm and detection system, EPMS systems, powering the racks from two RPPs, PDUs, powering mechanical equipment, etc, architectural finishing and CONTRACTOR supplied office furniture.

DISCIPLINE ENGINEER

DATE:

CONTRACTOR shall seal unused entries of conduits, fittings and equipment with screwed steel plugs. Materials shall be provided by the CONTRACTOR.

The CDC Building will be provided with 30/40mVA Utility Service for a total building area of 117,000 sf, including raised floor space, MEP equipment space, admin office/conference spaces and facility operations space.

00

REV NO.

DATE

DESCRIPTION


7.2.

7.1.16

The critical low voltage electrical distribution system will consist of: • 3750 KVA, 13.8kV/480V Oil filled Service transformers. • 600A, 13.8kV manual selector switches. • 480V, 4000A UPS maintenance and Load Bank switchgear. • 480V, 4000A UPS Input Switchgears. • 480V, 4000A UPS Output Switchgears. • 480V, 4000A Critical Output Distribution Switchgears. • Parallel redundant static UPS systems in an N+1 configuration with (3) 750 KVA / 675 kW modules. • 300 kVA, 480V-208/120Y Power Distribution Units connected to each N+1 configured UPS systems. • Remote Power Panels each with (4) 225A, 208/120V, 42 pole panelboards to accommodate dual corded equipment inside data center halls. • 2.7 mW of Total Connected UPS Power for approximately 60,000 sq ft of raised floor DRAWING TITLE CONSTRUCTION SCOPE OF WORK


DOC


SAUDI ARABIA

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PMT OPRNS


The critical mechanical distribution system will consist of: • 7500 KVA, 13.8kV/4.16kV Oil filled Service transformers. • 3750 KVA, 13.8kV/480V Oil filled Service transformers. • 13.8kV, 1200A Automatic Transfer switches. • 5kV, 1200A Switchgears for chillers. • 480V, 4000A Switchgears for critical mechanical loads (CRAH, Pumps,etc...)

ALL

ALL

ENGG CERT

SSJ

space.

JO/EWO

0002 6/27/08

7.3

Medium Voltage Systems As part of the electrical work for the medium voltage systems, the CONTRACTOR shall complete the following: 7.3.1

CONTRACTOR shall provide and install two (2) 13.8kV, 2000A metal clad switchgears (SG-3A01 and SG-3B01) for the CDC Building. All additional materials shall be provided by CONTRACTOR.

7.3.2

CONTRACTOR shall provide and install underground concrete encased ductbank from SECO provided power manhole to 13.8kV metal clad switchgears (SG-3A01 and SG-3B01). CONTRACTOR shall provide and install 13.8kV power and grounding cables from SECO substation to 13.8kV metal clad switchgears (SG-3A01 and SG-3B01). Underground terminations shall be by means of exothermic welding. Hardware, cables, etc. shall be provided by CONTRACTOR. These 13.8kV underground lines shall be installed per Saudi Electrical Company (SECO) Standards SES-P-122 and SCS-P-122.

7.3.3

Two feeders shall be run from SG-3A01 and SG-3B01 to feed SECO station service transformers. Separate feeders in ductbank shall be run for SCADA RTU and communication.

7.3.4

Underground terminations shall be by means of exothermic welding. Hardware, cables, etc. shall be provided by CONTRACTOR.

7.3.5

CONTRACTOR shall install one (1) 13.8kV Marshalling cabinet in each 13.8kV electric rooms for SECO SCADA system interface. CONTRACTOR shall provide and install underground concrete encased ductbank from SECO provided controls manhole to Marshalling Cabinet in 13.8kV electric rooms. CONTRACTOR shall provide and install controls cables from SECO SCADA RTU to Marshalling Cabinet in 13.8kV electric rooms. CONTRACTOR shall provide all necessary conduit fittings, supports, etc..

7.3.6

CONTRACTOR shall install two (2) 13.8kV EPMS Interface cabinets in 13.8kV electric rooms. The 13.8kV EPMS Interface cabinets will be supplied by the Contractor. CONTRACTOR shall provide and install underground concrete encased ductbank from SECO provided communications manhole to EPMS

00

REV NO.

DATE

DESCRIPTION


The non-critical house distribution system will consist of: • 3750 KVA, 13.8kV/480V Oil filled Service transformers. • 13.8kV, 600A manual selector switches. • 480V, 4000A Switchgears for general power, lighting, mechanical loads

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

65 OF 113

00

EDSD/2616-0399.doc



ASA

PMT OPRNS


7.3.7

Contractor shall provide cable trays for running control wires between generator paralleling switchgears (SG3A02/SG3B02) and paralleling gear Control cabinets, main medium voltage switchgears (SG3A01/SG3B01) , and 5kV switchgears SG2A01/SG2B01) as shown on the drawings. Contractor shall evaluate cable tray requirements and submit layout plan to the Engineer for approval. Cable trays shall be two tier one for control cables and the other for DC distribution system. These trays shall be used to lay control cables, annunciation cables between gears, marshalling cabinets, and annunciation panels. Refer to drawings for control cables between marshalling cabinets and SECo RTUs.

7.3.8

CONTRACTOR shall provide and install 13.8kV switchgear SG-3A01 and SG3B01. Refer to construction documents for quantity of circuit breakers. CONTRACTOR shall provide and install all associated supports, fittings, power/control and grounding cables in switchgear.

7.3.9

CONTRACTOR shall provide and install 13.8kV 1200A and 2000A frame circuit breakers in switchgears SG-3A01 and SG-3B01. Refer to construction documents for quantity of circuit breakers. CONTRACTOR shall provide and install all associated supports, fittings, power/control and grounding cables in switchgear.

7.3.10

CONTRACTOR shall provide and install 2MW, 13.8kV diesel engines generators (PD-3A01, PD-3B01, PD-3A02, PD-3B02, PD-3A03, PD-3B03). Refer to construction documents for quantity of diesel engine generators. CONTRACTOR shall install for each diesel engine all communication cables, batteries, battery charger, jacket heater, communication cables, and include all necessary conduit fittings, supports, etc..

7.3.11

CONTRACTOR shall provide and install 600A, 13.8kV manual selector switches for the generators (MTS-3A01, MTS-3B01, MTS-3A02, MTS-3B02, SW-3A03, SW-3B03). Refer to construction documents for quantity of manual output selector switches. CONTRACTOR shall provide and install all associated supports, fittings, power/control and grounding cables.

7.3.12

CONTRACTOR shall provide and install two (2) 13.8kV, 2000A metal clad paralleling switchgear (SG-3A02, SG-3B02) and CONTROL panels for the generators. CONTRACTOR shall provide and install associated power and grounding cables, control, alarms and communication cables. All additional materials shall be provided by CONTRACTOR.

7.3.13

CONTRACTOR shall provide and install two (2) 1200A 5kV metal clad switchgear (SG-2A01 and SG-2B01) for the chiller plant. CONTRACTOR shall provide and install associated grounding cables, power and control, alarms and communication cables. All additional materials shall be provided by CONTRACTOR.

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


ALL

ALL

ENGG CERT

SSJ

Interface Cabinet in 13.8kV electric rooms. CONTRACTOR shall provide and install communications cables from SECO Communications RTU to EPMS Interface Cabinet in 13.8kV electric rooms. CONTRACTOR shall provide all necessary conduit fittings, supports, etc.

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

66 OF 113

00

EDSD/2616-0399.doc



ASA

PMT OPRNS


CONTRACTOR shall provide and install grounding system, underground and above ground, perform exothermic welding on all connections underground.

7.3.15

CONTRACTOR shall provide and install a Maintenance Bypass Substation. The function of the maintenance substation is to provide a complete wrap-around bypass from the generator bus to the critical UPS output buses for UPS system level maintenance and failure recovery.

7.3.16

A permanent 3-megawatt resistive load bank shall be provided to allow full capacity testing of a UPS system or of an individual generator set. The load bank shall be connected to the maintenance switchboard and to each UPS module. Provisions shall be made for connection of additional load. The load bank shall be UL Listed and be provided with acoustical treatment and oversized fans so sound levels do not exceed the project noise criteria. Load bank remote control stations shall be provided at each UPS room and at the generator control room. A portable 1150kVAR reactive load bank shall be provided. Refer to specifications and drawings for details.

7.3.17

An alternate input feeder shall be provided from the maintenance bypass switchboard to all other switchgears to allow the maintenance bypass switchboard to backup all other switchgears in the event of a switchgear transformer or similar failure.

6/27/08

7.3.18

The maintenance bypass switchboard shall have one (1) 3,750 kVA transformer (T-3A05). The oil-filled transformer will be located outside.

00

7.3.19

CONTRACTOR shall provide and install duct banks, hand-holes and underground conduits, cable bus and cables in conduits..

7.3.20

Breaker lifting device shall be provided for each medium voltage SWITCHGEAR ROOMS

7.3.21

Contractor shall provide breaker test cabinets and grounding switch. The installation of the breaker test cabinet shall be provided by the switchgear vendor. Test cabinet shall be mounted on the wall of the switchgear room. CONTRACTOR shall provide all conduits, wires and supports for complete and functional installations.

7.3.22

CONTRACTOR shall provide and install 125VDC battery systems as shown on the drawings. Each battery system shall include 125VDC Battery chargers and associated conduit and fittings, supports, power, and control cables, grounding cables as well as 125 VDC Panel, battery main disconnect switch, and 125VDC Batteries and racks.

REV NO.

DATE

0002

JO/EWO

DESCRIPTION


ALL

ALL

ENGG CERT

SSJ

7.3.14

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08


DATE: (DCC) NO. _____________________

BY:

7.4






EDSD VERIFICATION

DATE:

Low Voltage System 7.4.1

Critical Electrical Distribution: As part of the electrical work for the critical low voltage electrical distribution systems, the CONTRACTOR shall complete the following:

7.4.1.1

CONTRACTOR shall provide and install 3750 KVA, 13.8kV/480V Oil filled



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

67 OF 113

00

EDSD/2616-0399.doc



ASA

PMT OPRNS


JO/EWO

0002 6/27/08

7.4.1.2

CONTRACTOR shall provide and install 600A, 13.8kV manual transfer switches for the oil filled transformers (MTS-31A01, MTS-31B01, MTS32A01, MTS-32B01, MTS-3A10, MTS-3B10, MTS-3A12, MTS-3B12). Refer to construction documents for quantity of manual output selector switches. CONTRACTOR shall provide and install all associated supports, fittings, power/control and grounding cables.

7.4.1.3

CONTRACTOR shall provide and install 480V, 4000A metal clad UPS input switchgears (SG-01A01, SG-01B01, SG-02A01, SG-02B01) and associated grounding cables, power and control, alarms and communication cables. Refer to construction documents for quantity of 4000A UPS input switchgears. All additional materials shall be provided by CONTRACTOR.

7.4.1.4

CONTRACTOR shall provide and install 480V, 4000A metal clad UPS output switchgear (SG-01A02, SG-01B02, SG-02A02, SG-02B02) and associated grounding cables, power and control, alarms and communication cables. Refer to construction documents for quantity of 4000A UPS output switchgears. All additional materials shall be provided by CONTRACTOR.

7.4.1.5

CONTRACTOR shall provide and install 480V, 4000A metal clad Critical Output Distribution switchgears (SG-01A03, SG-01B03, SG-02A03, SG02B03) and associated grounding cables, power and control, alarms and communication cables. Refer to construction documents for quantity of 4000A Critical Output Distribution switchgears. All additional materials shall be provided by CONTRACTOR.

7.4.1.6

CONTRACTOR shall provide and install one (1) 480V, 4000A metal clad Maintenance and Load Bank switchgear (SG-0A04) and associated grounding cables, power and control, alarms and communication cables and grounding cables. All additional materials shall be provided by CONTRACTOR.

7.4.1.7

CONTRACTOR shall provide and install 480V, 4000A metal clad Mechanical switchgear (SG-0A01, SG-0B01) and associated grounding cables, power and control, alarms and communication cables and grounding cables. Refer to construction documents for quantity of 4000A Mechanical switchgears. All additional materials shall be provided by CONTRACTOR.

7.4.1.8

CONTRACTOR shall provide and install 480V, 400A Automatic Transfer Switches (ATS) (ATS-0A01, ATS-0B01, ATS-0A02, ATS-0B02, ATS-0A03, ATS-0B03, ATS-0A04, ATS-0B04) for the CRAH distribution panels. UPS input to ATS shall be installed during future build out. Refer to construction documents for quantity of automatic transfer switches. CONTRACTOR shall provide and install all associated supports, fittings, power/control and grounding cables.

00

REV NO.

DATE

DESCRIPTION


ALL

ALL

ENGG CERT

SSJ

Service transformers (T-31A01, T-31B01, T-32A01, T-32B01, T-3A01, T3B01) and associated grounding, power and control cables, supports, conduit and fittings, underground ductbank and power cables, and overhead cable buses. Refer to construction documents for quantity of transformers. All additional materials shall be provided by the construction CONTRACTOR.

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

68 OF 113

00

EDSD/2616-0399.doc



ASA

PMT OPRNS


SSJ ALL

ENGG CERT

7.4.1.9

ALL

7.4.1.10 CONTRACTOR shall provide and install duct banks, hand-hole, pull boxes, and underground conduits, cable bus and cables in conduits.

JO/EWO

0002 6/27/08

7.4.2

Non Critical Electrical Distribution: As part of the electrical work for the noncritical low voltage electrical distribution systems, the CONTRACTOR shall complete the following:

7.4.2.1

CONTRACTOR shall provide and install 3750 KVA, 13.8kV/480V Oil filled Service transformers (T-3A04, T-3B04) and associated grounding, power and control cables, supports, conduit and fittings and underground power cables, overhead cable buses. Refer to construction documents for quantity of Oil filled Transformers.

7.4.2.2

CONTRACTOR shall provide and install 13.8kV, 600A manual selector switches (MTS-3A13, MTS-3B13) for the oil filled transformers. Refer to construction documents for quantity of manual selector switches. CONTRACTOR shall provide and install all associated supports, fittings, power/control and grounding cables.

7.4.2.3

CONTRACTOR shall provide and install 480V, 4000A metal clad House switchgears (SG-0A03, SG-0B03) and associated grounding cables, power and control, alarms and communication cables. All additional materials shall be provided by CONTRACTOR. Refer to construction documents for quantity of House Switchgears.

7.4.2.4

CONTRACTOR shall install all electrical and instrument cabling and tie-ins to all electrical and instrument components.

7.4.2.5

CONTRACTOR shall install and test all electrical instruments and associated components as described in project construction drawings.

7.4.2.6

Excavation of sand, rock, sand padding, backfilling, compacting, forming and marking underground lines and cables including cathodic protection cables. All existing utilities found during excavation will be noted on the as-builts and will be protected to not damage them. If damaged, this will be repaired by the CONTRACTOR at his expense.

7.4.2.7

CONTRACTOR shall install telecommunication equipment at the Medium Voltage Electrical room and other building areas. The work will include, but

00

REV NO.

DATE

DESCRIPTION


7.4.1.11 The CONTRACTOR shall provide and install four (4) 125VDC battery systems (SB-0A02, SB-0B02, SB-0A04, SB-0B04) in four (4) separate rooms. Each battery system shall include 125VDC Battery chargers and associated conduit and fittings, supports, power, and control cables, grounding cables as well as 125 VDC Panel, battery main disconnect switch, 125VDC Batteries and racks. 48volt DC system shall be provided for communication systems.

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


CONTRACTOR shall provide and install grounding system, underground and above ground, perform exothermic welding on all connections underground.

6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

69 OF 113

00

EDSD/2616-0399.doc



ASA

PMT OPRNS


7.2.4.8

Fabrication of all supports, stanchions etc., necessary for smooth operability and meeting SAUDI ARAMCO standards and standard drawings. Shop drawings will be provided where needed on the project and will be provided prior to fabrication and/or installation.

7.2.4.9

Fabrication (including materials and supports) and installation of all engraved instrument tags, equipment tags, conduit tags, engraved notice and/or warning signs required by SAUDI ARAMCO Standards, project drawings and SAUDI ARAMCO Representative.

7.4.2.10 CONTRACTOR shall provide and install Dry-Type floor mounted Transformers, 480V-208/120Y volts three-phase and associated power and grounding cables, conduit and supports. 7.4.2.11 CONTRACTOR shall provide and install power panel, 208/120 volts, threephase, surface mounted and associated conduit, fittings and supports, power and grounding cable/wiring. All additional materials shall be provided by the construction CONTRACTOR.

0002

JO/EWO

DESCRIPTION


ALL

ALL

ENGG CERT

SSJ

be limited to telephone and data outlets, OSP facilities and ISP facilities, Communications Rooms.

7.4.2.13 CONTRACTOR shall provide and install indoor lighting system fluorescent light fixtures and associated conduit and fittings, supports and wiring.

00

REV NO.

DATE

6/27/08

7.4.2.12 CONTRACTOR shall provide and install lighting panels, 480/277 volts, threephase four wires, surface mounted and associated conduit and fittings, wirings, cables, grounding and supports.

DISCIPLINE ENGINEER

7.4.2.14 CONTRACTOR shall provide and install pole mounted lighting fixtures controlled by electric photo cells and lighting contactors and associated conduit and fittings, supports and wirings.


6/27/08

7.4.2.15 CONTRACTOR shall provide and install area lighting poles and floodlights and associated wirings, and grounding cables.

CERTIFIED 6/27/08

DATE:


7.4.2.16 CONTRACTOR shall provide and install receptacles inside and outside the CDC building. Outdoor receptacles shall be weather-proof and with circuit interrupter type. 120 volts, grounding type as well as the associated covers, conduit, fittings, wiring and supports.

6/27/08

OPERATIONS ASA

BY:

7.4.2.18 CONTRACTOR shall provide and install duct banks, hand-hole and underground conduits and cables.

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



7.4.2.17 CONTRACTOR shall provide and install substation grounding system, underground and above ground, performs exothermic welding on all connections underground.

6/27/08

DATE:

7.4.2.19 CONTRACTOR shall provide and install grounding cables from ground grid to electrical equipment non-current carrying metal parts such as enclosures and supports, also, in fence gates and fence itself where applicable and required. DRAWING TITLE CONSTRUCTION SCOPE OF WORK


DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

70 OF 113

00

EDSD/2616-0399.doc



ASA

PMT OPRNS


SSJ ALL

ENGG CERT

7.4.2.20 CONTRACTOR shall provide and install underground and aboveground power and Control cables, route, install and terminate.

ALL

7.4.2.21 CONTRACTOR shall provide and install aluminum cable trays, supports and grounding bonding. Cable trays installed in the wall shall be provided with cover. 7.5

JO/EWO

0002 6/27/08

The CONTRACTOR shall color all equipment per the below Color Band Scheme to clearly distinguish between Side A and Side B.

Electrical Equipment Color Band Scheme

00

REV NO.

DATE

DESCRIPTION


The CONTRACTOR shall provide Code required emergency power for egress lighting and exit signs. The system shall a UL 924 Listed emergency lighting inverter system with a 90-minute battery backup in compliance with NEC Article 700. Code required emergency power shall be kept completely separate from the standby generator system. The standby generator system shall be classified as an Optional Standby System as defined by NEC Article 702. The fire alarm system shall be provided with an integral battery backup power supply as defined by NFPA 72 and will not rely on the standby generator system for backup power.

Equipment Item

DISCIPLINE ENGINEER


Medium Voltage Switchgear - Utility A Medium Voltage Switchgear - Utility B

SSJ DATE:

6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION


BY:

6/27/08

DATE:


Backup Power Systems

Generator Paralleling Switchgear - A side Generator Paralleling Switchgear - B side

Diesel Generators

Equipment Abbreviation

Dual Source (Y/N)

Label Location

Color

SG-3A01

N

GEAR

BLUE

SG-3B01

N

GEAR

RED

SG-3A02

N

GEAR

ORANGE

SG-3B02

N

GEAR

ORANGE

PD-3A01 PD-3A02 PD-3A03 PD-3B01 PD-3B02 PD-3B03

N N N N N N


ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE DWG.TYPE PLANT NO. INDEX

DOC


Comments

SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

71 OF 113

00

EDSD/2616-0399.doc



ASA

PMT OPRNS


SSJ

Equipment Item


Dual Source (Y/N)

Label Location

Medium Voltage Transfer Switch (MTS)

MTS-3A01

Y

GEAR

BLUE

ORANGE

MTS-3A02 SW-3A03 MTS-3A10 MTS-3A12 MTS-3A13 MTS-3A14 MTS-31A01 MTS-32A01 MTS-3B01 MTS-3B02 SW-3B03 MTS-3B10 MTS-3B12 MTS-3B13 MTS-31B01 MTS-32B01

Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y

GEAR GEAR GEAR GEAR GEAR GEAR GEAR GEAR GEAR GEAR GEAR GEAR GEAR GEAR GEAR GEAR

BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE RED RED RED RED RED RED RED RED

ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE ORANGE

SG-0A01

N

GEAR

BLUE

SG-0A03 SG-0A04 SG-01A01 SG-01A02 SG-01A03 SG-02A01 SG-02A02 SG-02A03 SG-0B01 SG-0B03 SG-01B01 SG-01B02 SG-01B03 SG-02B01 SG-02B02 SG-02B03

N N N N N N N N N N N N N N N N

GEAR GEAR GEAR GEAR GEAR GEAR GEAR GEAR GEAR GEAR GEAR GEAR GEAR GEAR GEAR GEAR

BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE RED RED RED RED RED RED RED RED

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


ALL

ALL

ENGG CERT


DISCIPLINE ENGINEER


Low Voltage Switchgear

SSJ DATE:

6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


Color

SAUDI ARABIA

D88 JO / EWO:

A

Comments

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

72 OF 113

00

EDSD/2616-0399.doc



ASA

PMT OPRNS


SSJ

Equipment Item


Dual Source (Y/N)

Label Location

Medium Voltage Automatic Transfer Switches

ATS-2A02

Y

GEAR

ATS-2A03 ATS-2A06 ATS-2A07 ATS-2A10 ATS-2A11

Y Y Y Y Y

GEAR GEAR GEAR GEAR GEAR

T-3A01

N

T-3A03 T-3A04 T-3A05 T-31A01 T-32A01 T-3B01 T-3B03 T-3B04 T-31B01 T-32B01

N N N N N N N N N N

Medium Voltage Transformers

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


ALL

ALL

ENGG CERT


UPS Modules

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

RED RED RED RED RED RED

DSW-01A01 DSW-01A02 DSW-01A03 DSW-02A01 DSW-02A02 DSW-02A03 DSW-01B01 DSW-01B02

DATE: (DCC) NO. _____________________

BY:

UPS Battery Disconnects




EDSD VERIFICATION


Comments

6/27/08

DATE:


UPS-01A01 UPS-01A02 UPS-01A03 UPS-02A01 UPS-02A02 UPS-02A03 UPS-0A01 UPS-0A02 UPS-01B01 UPS-01B02 UPS-01B03 UPS-02B01 UPS-02B02 UPS-02B03

Color


RED RED DWG.TYPE PLANT NO. INDEX

DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

73 OF 113

00

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ASA

PMT OPRNS


SSJ ALL

ENGG CERT


ALL

Equipment Item


Dual Source (Y/N)

Label Location

DSW-01B03 DSW-02B01 DSW-02B02 DSW-02B03

JO/EWO

0002 6/27/08

Comments

RED RED RED RED

ATS-0A01 ATS-0A02 ATS-0A03 ATS-0A04 ATS-0A09 ATS-0A10 ATS-0A17 ATS-0B01 ATS-0B02 ATS-0B03 ATS-0B04

Static Transfer Switches (STS)

00

REV NO.

DATE

DESCRIPTION


Low Voltage Transfer Switches (ATS)

Color

STS-0A01 STS-0A02 STS-0B01 STS-0B02

DISCIPLINE ENGINEER


Power Distribution Units (PDU)

6/27/08

CERTIFIED

PDU-0A03 PDU-0A05 PDU-0A07 PDU-0A09 PDU-0A11 PDU-0A14 PDU-0A15 PDU-0A17 PDU-0A19 PDU-0A21 PDU-0A23 PDU-0A25 PDU-0A27 PDU-0A28 PDU-0A30 PDU-0A32 PDU-0A34

6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

PDU-0A01



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

74 OF 113

00

EDSD/2616-0399.doc



ASA

PMT OPRNS


SSJ ALL

ENGG CERT


ALL

Equipment Item


DESCRIPTION

6/27/08

0002

JO/EWO DATE

00

REV NO.


CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

Dual Source (Y/N)

Label Location

Color

Comments

PDU-0A36 PDU-0A38 PDU-0A41 PDU-0A42 PDU-0A44 PDU-0A46 PDU-0A48 PDU-0A50 PDU-0A52 PDU-0A55 PDU-0B01 PDU-0B03 PDU-0B05 PDU-0B07 PDU-0B09 PDU-0B11 PDU-0B14 PDU-0B15 PDU-0B17 PDU-0B19 PDU-0B21 PDU-0B23 PDU-0B25 PDU-0B27 PDU-0B28 PDU-0B30 PDU-0B32 PDU-0B34 PDU-0B36 PDU-0B38 PDU-0B41 PDU-0B42 PDU-0B44 PDU-0B46 PDU-0B48 PDU-0B50 PDU-0B52 PDU-0B55

DISCIPLINE ENGINEER

DATE:


Remote Power Panels (RPP)

RPP-0A001 RPP-0A002 RPP-0A003 RPP-0A004



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

75 OF 113

00

EDSD/2616-0399.doc



ASA

PMT OPRNS


SSJ ALL

ENGG CERT


ALL

Equipment Item


DESCRIPTION

6/27/08

0002

JO/EWO DATE

00

REV NO.


CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

Dual Source (Y/N)

Label Location

Color

Comments

RPP-0A005 RPP-0A006 RPP-0A007 RPP-0A008 RPP-0A009 RPP-0A010 RPP-0A011 RPP-0A012 RPP-0A013 RPP-0A014 RPP-0A015 RPP-0A016 RPP-0A017 RPP-0A018 RPP-0A019 RPP-0A020 RPP-0A021 RPP-0A022 RPP-0A023 RPP-0A024 RPP-0A025 RPP-0A026 RPP-0A027 RPP-0A028 RPP-0A029 RPP-0A030 RPP-0A031 RPP-0A032 RPP-0A033 RPP-0A034 RPP-0A035 RPP-0A036 RPP-0A037 RPP-0A038 RPP-0A039 RPP-0A040 RPP-0A041 RPP-0A042 RPP-0A043 RPP-0A044 RPP-0A045 RPP-0A046 RPP-0A047 RPP-0A048

DISCIPLINE ENGINEER

DATE:




DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

76 OF 113

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ASA

PMT OPRNS


SSJ ALL

ENGG CERT


ALL

Equipment Item


DESCRIPTION

6/27/08

0002

JO/EWO DATE

00

REV NO.


CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

Dual Source (Y/N)

Label Location

Color

Comments

RPP-0A049 RPP-0A050 RPP-0A051 RPP-0A052 RPP-0A053 RPP-0A054 RPP-0A055 RPP-0A056 RPP-0A057 RPP-0A058 RPP-0A059 RPP-0A060 RPP-0A061 RPP-0A062 RPP-0A063 RPP-0A064 RPP-0A065 RPP-0A066 RPP-0A067 RPP-0A068 RPP-0A069 RPP-0A070 RPP-0A071 RPP-0A072 RPP-0A073 RPP-0A074 RPP-0A075 RPP-0A076 RPP-0A077 RPP-0A078 RPP-0A079 RPP-0A080 RPP-0A081 RPP-0A082 RPP-0A083 RPP-0A084 RPP-0A085 RPP-0A086 RPP-0A087 RPP-0A088 RPP-0A089 RPP-0A090 RPP-0A091 RPP-0A092

DISCIPLINE ENGINEER

DATE:




DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

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00

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ASA

PMT OPRNS


SSJ ALL

ENGG CERT


ALL

Equipment Item


DESCRIPTION

6/27/08

0002

JO/EWO DATE

00

REV NO.


CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

Dual Source (Y/N)

Label Location

Color

Comments

RPP-0A093 RPP-0A094 RPP-0A095 RPP-0A096 RPP-0A097 RPP-0A098 RPP-0A099 RPP-0A100 RPP-0A101 RPP-0A102 RPP-0A103 RPP-0A104 RPP-0A105 RPP-0A106 RPP-0A107 RPP-0A108 RPP-0A109 RPP-0A110 RPP-0B001 RPP-0B002 RPP-0B003 RPP-0B004 RPP-0B005 RPP-0B006 RPP-0B007 RPP-0B008 RPP-0B009 RPP-0B010 RPP-0B011 RPP-0B012 RPP-0B013 RPP-0B014 RPP-0B015 RPP-0B016 RPP-0B017 RPP-0B018 RPP-0B019 RPP-0B020 RPP-0B021 RPP-0B022 RPP-0B023 RPP-0B024 RPP-0B025 RPP-0B026

DISCIPLINE ENGINEER

DATE:




DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

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00

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ASA

PMT OPRNS


SSJ ALL

ENGG CERT


ALL

Equipment Item


DESCRIPTION

6/27/08

0002

JO/EWO DATE

00

REV NO.


CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

Dual Source (Y/N)

Label Location

Color

Comments

RPP-0B027 RPP-0B028 RPP-0B029 RPP-0B030 RPP-0B031 RPP-0B032 RPP-0B033 RPP-0B034 RPP-0B035 RPP-0B036 RPP-0B037 RPP-0B038 RPP-0B039 RPP-0B040 RPP-0B041 RPP-0B042 RPP-0B043 RPP-0B044 RPP-0B045 RPP-0B046 RPP-0B047 RPP-0B048 RPP-0B049 RPP-0B050 RPP-0B051 RPP-0B052 RPP-0B053 RPP-0B054 RPP-0B055 RPP-0B056 RPP-0B057 RPP-0B058 RPP-0B059 RPP-0B060 RPP-0B061 RPP-0B062 RPP-0B063 RPP-0B064 RPP-0B065 RPP-0B066 RPP-0B067 RPP-0B068 RPP-0B069 RPP-0B070

DISCIPLINE ENGINEER

DATE:




DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

79 OF 113

00

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ASA

PMT OPRNS


SSJ ALL

ENGG CERT


ALL

Equipment Item


DESCRIPTION

6/27/08

0002

JO/EWO DATE

00

REV NO.


CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

Dual Source (Y/N)

Label Location

Color

Comments

RPP-0B071 RPP-0B072 RPP-0B073 RPP-0B074 RPP-0B075 RPP-0B076 RPP-0B077 RPP-0B078 RPP-0B079 RPP-0B080 RPP-0B081 RPP-0B082 RPP-0B083 RPP-0B084 RPP-0B085 RPP-0B086 RPP-0B087 RPP-0B088 RPP-0B089 RPP-0B090 RPP-0B091 RPP-0B092 RPP-0B093 RPP-0B094 RPP-0B095 RPP-0B096 RPP-0B097 RPP-0B098 RPP-0B099 RPP-0B100 RPP-0B101 RPP-0B102 RPP-0B103 RPP-0B104 RPP-0B105 RPP-0B106 RPP-0B107 RPP-0B108 RPP-0B109 RPP-0B110

DISCIPLINE ENGINEER

DATE:




DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

80 OF 113

00

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ASA

PMT OPRNS


SSJ

Equipment Item


Motor Control Centers

MCC-0A01

ALL

ALL

ENGG CERT

Electrical Equipment Color Band Scheme Label Location

Color

Comments

MCC-0A03 MCC-0A05 MCC-0B01 MCC-0B03 MCC-0B05


DESCRIPTION

00

REV NO.

DATE

6/27/08

0002

JO/EWO

Dual Source (Y/N)

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

81 OF 113

00

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ASA

PMT OPRNS


SSJ

Data Hall/ Raised Floor Power Distribution

ALL

ENGG CERT

7.6

7.6.1

CONTRACTOR shall provide and install 750kVA/675kW, 480V UPS modules. Refer to construction documents for quantity of UPS modules. CONTRACTOR shall provide and install all associated supports, fittings, power/control and grounding.

7.6.2

CONTRACTOR shall provide and install 480VDC battery systems for the UPS modules. Refer to construction documents for quantity of battery systems. The battery system shall include associated conduit and fittings, supports, power, and control cables, grounding cables, cable trays as well as battery main disconnect switch, 480VDC Lead Acid Batteries and racks. Batteries and racks will be furnished and installed by CONTRACTOR.

7.6.3

CONTRACTOR shall provide and install Power Distribution Units (PDU) and associated power and grounding cables, conduit and supports. Steel floor stands shall be provided for the PDUs. Each PDU will be bonded to the nearest structural column ground pad and nearest raised floor pedestal with a bare copper ground conductor. Each PDU will have a full status LCD screen for onsite monitoring, and will be interconnected to the EPMS (Electrical Power Monitoring System). Refer to construction documents for quantity of PDUs. Other materials shall be provided and installed by CONTRACTOR.

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


ALL

As part of the electrical work for the critical low voltage electrical distribution systems, the CONTRACTOR shall complete the following:

DISCIPLINE ENGINEER

7.6.4


6/27/08

CERTIFIED 6/27/08

DATE:


CONTRACTOR shall provide and install Remote Power Panels (RPP) and associated power and grounding cables, conduit and supports. Power monitoring will be provided to monitor the current for each panelboard feeder, and will be connected to the Electrical Power and Monitoring System (EPMS). Steel floor stands shall be provided for the RPPs. .Each RPP will be bonded to the nearest structural column ground pad and nearest raised floor pedestal with a bare copper. Refer to construction documents for quantity of RPPs. Other materials shall be provided and installed by CONTRACTOR.

6/27/08

OPERATIONS

7.6.5

ASA

The CONTRACTOR shall provide Emergency Power Off (EPO) system. The system will be as shown on the drawings. It shall be fully documented, easily testable without causing a data center shutdown, and designed to inhibit false trips due to human error. The EPO system push button switches shall be well labeled, recessed and covered with protective transparent covers. The electric power shut off operation will require two separate and distinct actions: first, an "enable" and then, a "power off" action to shut off or activate the EPO system.

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

The main EPO system control panel shall be readily accessible and easily DRAWING TITLE CONSTRUCTION SCOPE OF WORK


DOC


SAUDI ARABIA

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ASA

PMT OPRNS


ALL

ENGG CERT

SSJ

maintainable. EPO control panels shall integrate with the fire alarm control panels utilizing standard components and technology and to supervise EPO wiring. EPO buttons will be provided at each exit of the raised floor data center.

ALL

Each data center component shall be provided with a dedicated EPO system to shut down PDUs, RPPs, CRAHs within the compartment without affecting other compartments. 7.7

Lighting System

Supplemental illumination will also be provided for servicing of equipment. Building exterior pathways, roadways, and parking areas shall be illuminated utilizing pole-mounted HID luminaires to levels appropriate for personnel safety and video surveillance.

• •

REV NO.

0002

Exterior cooling tower area, transformer and switchgear yards shall be illuminated with HID (High Intensity Discharge) area luminaires. Minimum lighting levels will be continuously provided for security purposes.

6/27/08

•

00

The battery rooms, electrical rooms and generator rooms will be illuminated with 4-foot pendant mounted fixtures located along aisles. Fixtures will be fluorescent, vapor tight, and corrosion resistant.

JO/EWO

•

DATE

DESCRIPTION


Provide Lighting systems that utilize T5 or T8 fluorescent lamps and electronic ballasts. Occupancy sensors will be utilized where appropriate to automatically turn lights off when areas are unoccupied. The data center staging area, ECC staging area, network room and security room of the building will be illuminated utilizing 2 foot by 4 foot, two or three lamp, recessed fluorescent luminaires.

DISCIPLINE ENGINEER


7.8

Fire Alarm Systems and Public Address System

SSJ DATE:

6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08


The BMS will pick up that signal from the FACP and will shut down the troubled CRAH unit. The fire alarm system will be tied to the Central Saudi Aramco Fire Command Center via fiber optic network. The fire alarm control panel will send trouble, warning and alarm signals to the central station via the network rooms with the data center facility. The network rooms will be the hand-off point from the site to the central station. IT will create a virtual circuit from the network room to the central station.

DATE: (DCC) NO. _____________________

BY:

7.8.1






EDSD VERIFICATION

DATE:

The Contractor shall provide a stand alone Fire alarm system. It will send a signal during trouble or alarm condition to overall control system (BMS) through the fire alarm control panel. The BMS will strictly monitor the system. For example, should a smoke detector in a CRAH unit detect smoke it will send a signal to the Fire Alarm Control Panel (FACP).

The fire alarm system shall be provided but not limited with the following:

7.8.1.1

CONTRACTOR shall provide and install a networkable, addressable fire alarm system with graphic command center, designed to code minimum and as shown on drawings and specifications.

7.8.1.2

CONTRACTOR shall provide and install an overall building fire alarm control



DOC


SAUDI ARABIA

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DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

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ASA

PMT OPRNS


JO/EWO

0002 6/27/08

7.8.1.3

CONTRACTOR shall provide and install a central control station for offsite monitoring.

7.8.1.4

CONTRACTOR shall provide and install Voice/Alarm communication system for occupant emergency notification.

7.8.1.5

CONTRACTOR shall provide and install spot smoke detectors (SD) throughout the building (total coverage). Two detectors per room will be provided to activate cross zoned pre-action system. Spot SDs on ceiling and below raised floor in data center. Smoke detector systems will be used both under floor and the ceiling of spaces. Spacing of the smoke detectors shall be based on the function and use of the area. Smoke detectors will also be provided in all remaining areas as required (bathrooms, storage, utility and break rooms).

7.8.1.6

CONTRACTOR shall provide and install heat detectors in engine-generator equipment rooms and chiller rooms.

7.8.1.7

CONTRACTOR shall provide and install photoelectric detectors will be provided, as specified, unless they are not appropriate for a specific application.

7.8.1.8

CONTRACTOR shall provide and install Class A wiring “Loop System”, as specified. Wiring will be installed in conduit. All wiring shall be installed in red painted steel conduit.

7.8.1.9

CONTRACTOR shall provide and install fire alarm control panels connected via peer to peer network.

00

REV NO.

DATE

DESCRIPTION


ALL

ALL

ENGG CERT

SSJ

panel and graphic annunciator located near the main building entrance.

DISCIPLINE ENGINEER


7.8.1.10 CONTRACTOR shall provide and install general alarm, general trouble, general supervisory and fan shutdown signals to be transmitted to BMS.

SSJ DATE:

6/27/08

CERTIFIED

7.8.1.11 CONTRACTOR shall provide and install strobe lights, bell, horn and manual pull stations as well as the associated conduits, fittings, wirings and supports

6/27/08

DATE:


7.8.2

6/27/08

Contractor shall install Public Address system as shown on drawings as specifications.

OPERATIONS

7.9

ASA

The security system shall be provided but not limited with the following:

7.9.1.1

CONTRACTOR shall provide and install a security access control and closed circuit television cameras (CCTV) systems for the entire interior & exterior of data center building only and equipment yard. The systems shall be built by a licensed security access control & CCTV system contractor with a minimum of a Level IV NICET certification.

7.9.1.2

CONTRACTOR shall provide and install an access control system using card

DATE: (DCC) NO. _____________________

BY:

7.9.1




EDSD VERIFICATION



Closed Circuit Television and Access Control Systems

6/27/08

DATE:



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

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ASA

PMT OPRNS


7.9.1.3

CONTRACTOR shall provide and install color CCTV’s to cover various parts of the building including data centers, NOC’s, equipment areas, corridors, etc. CONTRACTOR shall provide exterior building mounted cameras to cover all exterior entrances and equipment courtyard.

7.9.1.4

CONTRACTOR shall provide and install door contacts at all doors with card access and all exterior doors.

7.9.1.5

All raised floor areas and NOC doors will require badging in/out (anti-pass back). These doors shall be equipped with an emergency request to exit button to release doors during a fire alarm condition.

7.9.1.6

The Main Security room will be used to house a workstation to badge employees and contractors. Also within this room will be a racks designed to house the field control panels, CCTV digital recording devices and other security control devices. A loading dock reception security room is also provided for normal shipping and receiving.

7.9.1.7

CCTV coverage will include all raised floor areas, Network Operation Centers (NOC), critical support equipment rooms, the perimeter of the building, emergency exit doors, roof, all courtyard areas, certain electrical & mechanical rooms, hallways and the security lobby/desk and security equipment room. Multi-channel recording capability is required.

7.9.1.8

Cameras on the building exterior will have Pan, Tilt, and Zoom (PTZ) and color capabilities. The CCTV signals will be able to be viewed from any workstation on the Saudi Aramco network that has proper security clearances, or even remotely at another site.

7.9.1.9


00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


ALL

ALL

ENGG CERT

SSJ

readers to limit authorized personnel entering various parts of the building including offices, data centers, NOC's, equipment areas, etc. The rooms will be zoned so only authorized personnel can enter their zone.

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


7.9.1.10 CONTRACTOR shall provide and install Digital Video Recorders (DVRs)

6/27/08

7.9.1.11 CONTRACTOR shall provide and install other materials such as conduits, supports, wirings etc.

OPERATIONS ASA

Gatehouse and Support Buildings:

DATE: (DCC) NO. _____________________

BY:

7.9.2.1




EDSD VERIFICATION



7.9.2

6/27/08

DATE:

A separate SACS building will house the SACS equipment at the facility gate. One room will house the SACS equipment and the other will house the UPS equipment. The SACS system will provide a Multi-Zone Security Computer Center (MSCC) node. This node will integrate with the Master Computer System (MCS). The SACS building will have two 4 inch conduits between it and the new guard house, and fiber will be provided between the buildings. Fiber will also be provided between the SACS building and the communications room inside the data center. This design will be provided by



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

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ASA

PMT OPRNS


7.9.2.2

The guardhouse and SACS building wiring will have the capability to provide voice and data services (LAN/WAN). There will be three voice circuits to the guardhouse and one voice circuit to the SACS building. Telephone and data services will be provided through the main facility communications system. The guardhouse will be provided with a two crash barriers and bulletproof windows and doors. All gatehouse buildings will be connected to the main standby generator plant for the facility.

7.9.2.3

A support building with break room, prayer room, kitchen and Hammam will be provided separate from the guardhouse. The guardhouse will be provided with a sunshade that will cover the single traffic lane into the facility in addition to the guardhouse itself.

7.10

Ancillary Systems 7.10.1

Grounding Systems: As part of the electrical work for the grounding systems, the CONTRACTOR shall complete the following:

7.10.1.1

CONTRACTOR shall provide and install a grounding system with impedance no greater than one-ohm maximum. The fall of potential method shall be criteria for measurement. The main electrical system grounding electrode shall consist of a concrete encased 4/0 copper conductor along the outer perimeter of the building.

7.10.1.2

CONTRACTOR shall provide and install grounding conductors. Grounding of electrical equipment shall be in accordance with SAUDI ARAMCO Engineering Standard SAES-P-111 and National Electrical Code (NEC2005) Article 250.

7.10.1.3

CONTRACTOR shall provide a concrete encased 4/0 copper cross connection between the long sides of the perimeter grounding electrode shall be provided.

7.10.1.4

CONTRACTOR shall provide a bonding connection between the concrete encased grounding electrode conductors and structural steel columns, where applicable, as well as rebar in the concrete footing where the grounding electrode traverses.

7.10.1.5

CONTRACTOR shall provide an external direct buried 4/0 copper counterpoise extension shall be provided around the exterior equipment yard.

7.10.1.6

CONTRACTOR shall provide test wells where indicated on drawings to allow for periodic testing of earth impedance.

7.10.1.7

CONTRACTOR shall provide and install 10 foot by ¾ inch diameter copperclad steel ground rods at 40-feet on center maximum along the buried ground loop. The ground loop shall be located 2 feet minimum from the perimeter wall and be buried 24 inches deep minimum.

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


ALL

ALL

ENGG CERT

SSJ

others and furnished and installed by separate contract.

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

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PMT OPRNS


SSJ

CONTRACTOR shall provide and install ground buses minimum of three in each of the computer rooms. One ground bus at a minimum shall be provided and installed in each of the electrical & mechanical rooms, battery rooms, UPS rooms, and generator rooms. The ground bus shall be bonded to the ground grid. The ground bus shall be surface mounted and shall be pre-drilled to accept 12-2-two-hole grounding lugs each. See grounding drawings for exact quantities of ground buses.

7.10.1.9

CONTRACTOR shall provide and install substation grounding system and ground bars throughout building for connection of all equipment to the grounding system.

JO/EWO

0002 6/27/08

7.10.1.10 CONTRACTOR shall provide and install grounding cables from building ground ring to all ground bars, electrical equipment non-current carrying metal parts such as enclosures and supports, electrical & mechanical equipment as indicated on drawings ,fence gates and fence itself where applicable and required. 7.10.1.11 CONTRACTOR shall provide and install underground building ground grid around entire building and in the equipment yard and this ground grid shall be connected to the switchyard ground grid for the SECO building. Fence/gates, mechanical and electrical equipment shall be bonded and grounded to the grid as indicated or required. 7.10.1.12 CONTRACTOR shall provide and perform exothermic welding on all underground ground connection of the grounding system, unless otherwise noted.

00

REV NO.

DATE

DESCRIPTION


ALL

ALL

ENGG CERT

7.10.1.8

DISCIPLINE ENGINEER

7.10.1.13 All connections and fittings shall be UL listed for the purpose. Buried and embedded connections shall be exothermic weld. Attachments and connections that are accessible for future inspection (test wells) shall be mechanical or compression type.


6/27/08

CERTIFIED

7.10.1.14 All dimensions shown on the project drawings shall be field verified by CONTRACTOR prior to installation.

6/27/08

DATE:


7.10.2

6/27/08

Lightning Protection Systems: As part of the electrical work for the lightning protection systems, the CONTRACTOR shall complete the following:

OPERATIONS ASA

BY:

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



7.10.2.1

CONTRACTOR shall provide and install a lightning protection system for the entire building and equipment yard in accordance with NFPA Standard 780. The system shall be designed and built by a licensed lightning protection contractor and provided with an UL Master "C" label.

7.10.2.2

CONTRACTOR shall provide and install roof mounted air terminals to prevent damage to themselves and others. The air terminals shall be connected to the electrically continuous ground ring along perimeter of roof line. Down conductors shall be installed for connection to the building ground grid. A driven ground rod shall be provided at each down conductor as a ground terminating device for the air terminal system. The lightning

6/27/08

DATE:



DOC


SAUDI ARABIA

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A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

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ASA

PMT OPRNS


7.10.2.3

CONTRACTOR shall provide and install the raised floor bolted stringer system and this system shall serve as the signal reference (SRG) grid in the computer rooms. A 250 MCM bare copper ground conductor shall be installed below the raised floor around the perimeter of the raised floor area located on the surface of the concrete slab. The raised floor pedestals shall be bonded to the ground conductor at 4-foot intervals with a mechanical clamp. The bolted stringers will serve as the floor bonding system.

7.10.2.4

CONTRACTOR shall provide and install the SRG and the SRG shall be bonded to a ground bus below the raised floor. All metallic piping and conduit entering the raised floor area shall be bonded to the ground loop.

7.10.2.5

CONTRACTOR shall provide and perform exothermic welding on all underground ground connection of the lightning protection system, unless otherwise noted.

7.10.2.6

All connections and fittings shall be UL listed for the purpose. Buried and embedded connections shall be exothermic weld.

7.10.2.7


JO/EWO

0002

DATE

6/27/08

DESCRIPTION


ALL

ALL

ENGG CERT

SSJ

protection system shall be connected to the ground grid system for the building.

The CONTRACTOR shall provide Temporary power required during construction and commissioning. Power shall be brought in from the 13.8kV existing line located on the east of the site along the road to the HF Transmitter site. PDD has agreed that One (1) MW can be used for temporary power with tie-ins to this existing line. A distribution system shall be provided with over current protection, fuses and/or circuit breakers sized per NEC. Temporary wiring will be removed immediately upon completion of construction and commissioning.

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


7.10.4

ASA

BY:

7.10.4.3 System shall operate on a dedicated communications network with redundant power feeds from electrically separated UPS power sources, with VPN connectivity to remote sites.

DATE: (DCC) NO. _____________________




EDSD VERIFICATION


7.10.4.2 Data Center monitoring and control will include high speed forensic monitoring and time stamping to measure and record critical electrical events per Aramco standards (1 milliseconds).

6/27/08

DATE:

EPMS (Electrical Power Monitoring System) 7.10.4.1 The CONTRACTOR shall provide a complete electrical monitoring and control system to monitor and control all critical and non-critical electrical systems and equipment per Aramco requirements.

6/27/08

OPERATIONS


Temporary Power

00

REV NO.

7.10.3

7.10.4.4 Connectivity to critical breaker monitoring systems, Power Logic meters, including electrical metering and thermal metering of critical switchgear and breakers, will be provided. DRAWING TITLE CONSTRUCTION SCOPE OF WORK


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10-00273-0002

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ALL

ENGG CERT

SSJ

7.10.4.5 Full integration to critical utility support equipment such as UPS, Emergency Generators, PDUs, RPPs, Variable Speed Drives, and Chillers (via BMS), etc. will be provided.

ALL

7.10.4.6 Continuous electrical power condition metering and recording of incoming power from the utility power company, UPS inlet power, and UPS outlet power will be provided. 7.10.4.7 Redundant monitoring and server panels and processors will be provided as required to insure uninterruptible monitoring. Where required, panels will be powered by same source as equipment being monitored.

7.10.4.9 Workstations with the power quality monitoring software will be able to set equipment parameters and retrieve data from monitoring equipment. 7.10.5

6/27/08

DATE

00

REV NO.

SCADA The electrical system will be tied into the existing SECo SCADA system via Marshalling Cabinets located at the Main 15kV switchgear room and Remote Terminal Units (RTU) located at SECo substation . SCADA system will be provided by SECo and installed at SECo substation building. The Electrical Contractor shall provide Marshalling cabinets in each medium Voltage switchgear room and route all control cables to RTU.. A limited number of the overall alarms available within the data center will be transmitted to a central location via SCADA. These points will include:

0002

JO/EWO

DESCRIPTION


7.10.4.8 Power quality monitoring will be provided using high-speed instrumentation capable of detecting and recording sub-cycle impulses. Instrumentation will be located in the electrical system as shown on the drawings and will be connected to an Ethernet LAN.

DISCIPLINE ENGINEER

Loss of Power (A-Side) 6/278 DATE: PROJECT ENGINEER

Loss of Power (B-Side) Generator Plant Operational

SSJ DATE:

6/27/08

Utility Power (A-Side) Amps, Volts, KW, KVA

CERTIFIED

Utility Power (B-Side) Amps, Volts, KW, KVA These points will be connected via RTU, to the network room. From the network room, a virtual circuit will be created for interconnection into the main SCADA electrical monitoring system for the Dhahran Complex.

6/27/08

DATE:


6/27/08

OPERATIONS ASA

IDAS/SACS Systems

DATE: (DCC) NO. _____________________

BY:

7.11.1




EDSD VERIFICATION



7.11

6/27/08

DATE:

The IDAS/SACS systems are designed and constructed under another project by Saudi Aramco. The construction contractor for the Corporate Data Center must coordinate activities of the Corporate Data Center construction with the IDAS/SACS construction contractor.



DOC


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ALL

ENGG CERT

SSJ

SECTION 8.0 - DETAILED DESCRIPTION OF WORK PHASE 800 - INSTRUMENTATION AND COMMUNICATIONS HVAC Control System (BMS) Project Requirements 8.1.1

This section covers the Building Management System (BMS) to be provided to control and monitor the HVAC equipment for the Saudi Aramco corporate Data Center. The field devices and marshalling cabinets will be provided by the CONTRACTOR and after the BMS vendor is selected the BMS vendor will install their control panels and associated components.

8.1.2

The BMS vendor shall provide a fully integrated Direct Digital Control (DDC) Building Management system (BMS) for monitoring and control of HVAC, fuel oil, water leak detection, water storage, fire detection, fire suppression, power generation and distribution, UPS, UPS battery, and plumbing. This system must be able to communicate with the existing Saudi Aramco BMS network located within the Core Area, TCC, and ECC using standard communication protocol. The BMS will allow maintenance groups and site engineering team to quickly determine a precise location for all alarms (every type of system) and fire suppression events; track status and availability of systems and their components and control and monitor all systems in the building. The system will utilize Standard Network Management Protocol (SNMP) open protocol systems. All of the BMS control and monitoring systems shall be powered from two sources from the building’s UPS systems.

8.1.3

The new Saudi Aramco Data Center’s BMS system shall be operable from operator workstations located in the Utilities Control Room, Chiller Room B42, Chiller Room B43, Chiller Room B44, Chiller Room B45, Chiller Room B46, Chiller Room B47, and Security Room B49. Operator workstations in the IT Network Operations Center (NOC), the ECC NOC, and the OSPAS NOC shall be provided for monitoring only. The BMS shall have the capability for remote monitoring from the Dhahran Core Area Control Room. It shall also have the capability for webbased remote monitoring.

8.1.4

The work shall include, but not be limited to, the installation of a standalone control panel network and all associated cabling and devices as shown on drawing HA175008-001. All control components such as communication modules, switches, servers, LAN connectors, etc. shall be mounted in cabinets or racks.

8.1.5

The BMS vendor shall provide a graphical user interface. Special active system graphics and floor plans are required screens on the automation system. The BMS system must have the ability to display an active electrical power system one-line for the entire electrical power system, an active mechanical system one-line diagram for the entire mechanical system and graphic representations of all other active mechanical systems. The BMS will provide an active floor-plan display showing the status (temperatures, water flow rates, or equipment status) of all facility zones by use of changing colors. “Active” means the BMS will indicate the position, status and/or loads of devices such as valves, breakers, and other devices.

8.1.6

All monitoring systems are to be compatible with existing and proposed Saudi

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


ALL

8.1

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________






EDSD VERIFICATION

DATE:

BY:

6/27/08



DOC


SAUDI ARABIA

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DRAWING NO.

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10-00273-0002

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Provide a common synchronized clock capable of time stamping to 0.001- second increments. Incorporate the use of a global positioning system (GPS) clock for this requirement. The time stamp shall be designed to occur at the point of the event, not in the central system when the data is polled.

8.1.8

Under floor water detection and alarming is required for all raised floor areas, trenches, UPS rooms and switch gear rooms. Continuous linear detection in a serpentine pattern is preferred. There shall be full graphics with monitoring in the BMS system.

8.1.9

Employ control logic and configure alarms within the BMS to warn an operator of impending equipment malfunctions and failures.


DESCRIPTION

8.1.11 An active hydrogen monitoring system will be provided for each battery room. Provide a lead and redundant hydrogen detection panel for each battery room. These systems will be installed outside of the battery rooms and include standalone audible and visual alarms. It will notify the BMS of an alarm condition. The BMS will also monitor the status of the battery room ventilation fan and generate an alarm in the event of loss of airflow. At an elevated hydrogen concentration, UPS battery charging will be automatically discontinued.

00

REV NO.

DATE

6/27/08

0002

JO/EWO

8.1.10 Provide redundant managers for the chilled water plant and the secondary chilled water pumps. The BMS vendor shall provide a control system arranged to eliminate any single point of failure

8.1.12 A refrigerant monitoring system shall be provided for each Chiller Room per specification section 17975-3.4.

DISCIPLINE ENGINEER


8.1.13 CONTRACTOR shall provide a marshalling cabinet associated with each standalone control panel. CONTRACTOR shall supply, pull cable, and terminate cable within marshalling cabinets as shown on control system interconnection diagrams (HA-175059-001 through HA-175059-031). All wires shall be individually tagged at both ends with approved SAUDI ARAMCO wire markers. Wires shall be labeled clearly “from and to” destination of the individual wire.

SSJ DATE:

6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08


8.1.14 CONTRACTOR shall provide all sensing elements, such as temperature sensors, humidity sensors, flow sensors, and differential pressure sensors as part of this system per the instrument installation schedules (IIS), instrument specification sheets (ISS), and specification section 17975. CONTRACTOR shall provide wells in piping as required for flow meters and temperature sensors.

DATE: (DCC) NO. _____________________

BY:

8.1.15 CONTRACTOR shall install averaging elements in ducts and plenums in crossing or zigzag pattern.





EDSD VERIFICATION

DATE:


8.1.7

ALL

ALL

ENGG CERT

SSJ

Aramco systems and engineered for off-site BMS monitoring.

8.1.16 CONTRACTOR shall install damper motors on outside of duct in warm areas, not where exposed to outdoor temperatures. 8.1.17 CONTRACTOR shall provide marshalling cabinets with terminal blocks for all equipment designated as future on the Piping & Instrument Diagrams. The BMS vendor shall provide standalone control panel enclosures for all standalone control DRAWING TITLE CONSTRUCTION SCOPE OF WORK


DOC


SAUDI ARABIA

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DRAWING NO.

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10-00273-0002

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ASA

PMT OPRNS


8.1.18 CONTRACTOR shall neatly arrange all wires in the marshalling cabinets by using wireways or cable ties. CONTRACTOR shall provide a minimum of 20% spare wires in each marshalling cabinet for future terminations. Spare wires shall be coiled neatly inside the panels with sufficient length to the farthest terminal strip for future termination.

ALL

ALL

ENGG CERT

SSJ

panels designated as future.

JO/EWO

0002 6/27/08

8.1.20 Consolidation of process wires between SCP’s is not acceptable. Where a SCP controls a device, only the wiring between the controlled device and the SCP shall be installed in the raceways for those devices. Sensors, transmitters and other devices shall be in raceways dedicated to operation between a SCP and the process it controls. 8.1.21 Wiring external to the SCP and its dedicated control process shall not be installed in a raceway common to other SCP’s and their processes. For example: a common trough may not be used to accumulate wiring from multiple SCP’s to distribute process wiring to end devices. 8.1.22 Where the interface to the Data Center CRAH’s is provided, this Vendor shall provide all wiring from the CRAH’s to the manufacturer’s interface device as well as the wiring from the interface device as related to connecting to the BMS communication trunk.

00

REV NO.

DATE

DESCRIPTION


8.1.19 BMS vendor shall install Ethernet communication cables as continuous runs from the control center to remote panels and from remote panel to remote panel, without splices or intermediate junction boxes. Installing trunk cables in conduit that carries wires not dedicated to communication across a trunk is not acceptable. Terminate all conductors at terminal strips.

DISCIPLINE ENGINEER


8.1.23 The CRAH units shall be wired to alternate between the CRAH’s on different manufacturer’s interface devices. For example: CRAH 1 shall be interfaced with manufacturer device 1; CRAH 2 shall be interfaced with manufacturer device 2. If a manufacturer’s device should fail, then contiguous CRAH units shall not fail to display information to the front end.

SSJ DATE:

6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS

8.1.24 The sensors, indicators and commands from any individual mechanical component controller shall be installed in raceway dedicated to that controller and its associated equipment under control. There shall be no intermingling of wiring between different controllers and the equipment they service.

ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

8.1.25 CONTRACTOR shall review all applicable drawings, i.e. Piping & Instrument Diagrams (HA-175009-001 through HA-175012-015) and Point Matrix Drawings (HA-175056-001 through HA-175056-019) to ensure wiring completeness of DDC control points. It is of great importance for a proper coordination with electrical construction group throughout the project. 8.1.26 CONTRACTOR shall perform point-to-point wiring (Continuity) test on all wires and cables installed. Make sure that wires are disconnected from the instruments and terminal blocks during the test. Submit test records to COMPANY REPRESENTATATIVE prior to termination. DRAWING TITLE CONSTRUCTION SCOPE OF WORK


DOC


SAUDI ARABIA

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DRAWING NO.

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10-00273-0002

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ALL 100% ISSUE FOR CONSTRUCTION 0002

8.1.30 The BMS Vendor shall perform loop checks of the complete installation, and verify design requirements in accordance with the related drawings. 8.1.31 The BMS vendor shall pre-fabricate ALL SCP’s for factory witness testing. This testing will be performed with actual hardware that will be used at the site. Vendor will provide all necessary hardware to simulate system function. Use of software simulation can be an adjunct but cannot be used instead of actual hardware and software simulation. 8.1.32 The BMS vendor perform functional test for all mechanical equipment controlled by the BMS. This will be done on the software and equipment in the vendors’ factory prior to shipping pre-fabricated panels to the job site.

00

REV NO.

6/27/08

8.1.29 The BMS vendor shall report any deficiencies with the wiring between marshalling cabinets and field devices to the CONTRACTOR for correction. It is of great importance for a proper coordination between the selected BMS vendor and the CONTRACTOR to ensure a proper installation.

JO/EWO

8.1.28 The selected BMS vendor shall coordinate the installation of the standalone control panels, associated control relays, and transformers adjacent to the marshalling cabinets installed by the CONTRACTOR. The BMS vendor shall review wiring diagrams for the marshalling cabinet provided by the CONTRACTOR and provide required wiring between the marshalling cabinet terminal blocks and the I/O boards on the standalone control panels.

DATE

DESCRIPTION

ALL

ENGG CERT

SSJ

8.1.27 Check and verify all wiring installations for cable and wire markers and terminal identification against the Interconnection Diagrams. Wire identification shall be in accordance with SAUDI ARAMCO Standard, SAES-J-902, Section 7.6.

DISCIPLINE ENGINEER

8.1.33 If requested, submit all test results to COMPANY Representative for approval.


6/27/08

8.2

Electrical Power Monitoring (EPMS) Systems (REFER TO PHASE 700)

8.3

Structured Cable Plant/Premises Distribution System (PDS)

8.3.1

General

CERTIFIED 6/27/08

DATE:


6/27/08

8.3.1.1

CONTRACTOR shall perform all communications work in accordance with the latest edition of SAUDI ARAMCO Engineering Standards (SAES), Saudi Aramco Materials System Specifications (SAMSS), Building Industry Consulting Services International Telecommunications Distribution Methods Manual (BICSI-TDMM), TIA-942 - Telecommunications Infrastructure Standard for Data Centers and other applicable standards indicated in Project Drawings. In case of conflict, the more stringent code shall apply. CONTRACTOR shall adhere to all safety standards while carrying out his work.

8.3.1.2

CONTRACTOR shall read, review, and understand scope of work in all contract documents;

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

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DRAWING NO.

HE- 174992

10-00273-0002

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PMT OPRNS


SSJ

Contractor shall understand that “to provide” is construed to mean furnish, install, test, terminate label as required and to make fully functional independent of the work of others without exception.

8.3.1.4

CONTRACTOR shall have a full understanding of the International standard ISO/IEO 1801, ANSI/EIA-568-B.1, ANSI/EIA-568-B.2.1, ANSI/EIA-568-B.2, ANSI/EIA-569-A-1 through ANSI/EIA-569-A-6, ANSI/IEEE 802.3, ANSI/TIA/EIA-606, ANSI/TIA/EIA-607, TIA-942 and all Saudi Armco Engineering Standards (SAES) relevant to communications infrastructure.

8.3.1.5

CONTRACTOR shall provide to owner and engineer for approval Product Data Sheets, Quality Assurance and Factory Tests, Project Materials List, and Shop Drawings;

8.3.1.6

CONTRACTOR shall submit Pull Schedules and Progress Reports during construction that will be used in the project to owner and engineer for approval.

8.3.1.7

CONTRACTOR shall submit Field Test Report, As-Built – Record Documents, Warranty and Certificate information post construction that will be used in the project to owner and engineer for approval.

8.3.1.8

CONTRACTOR shall provide all necessary documents to prove experience as a telecommunications cabling contractor that possesses all licenses and industry certifications required to procure, install, test, commission and turnup telecommunications systems at this specific project location.

8.3.1.9

CONTRACTOR shall certify that all contractor personnel working on this project site shall be industry certified; including but not limited to BICSI Technician Level II certified and BICSI Registered Communications Distribution Designer (RCDD) certified.

8.3.1.10

CONTRACTOR shall certify that additional manufacturer-specific installer training must be acquired prior to commencement of installation. Manufacturer installation training must reflect all the product technologies specified for this project. The contractor’s field representative shall have a copy of each person’s certification at the site at all times.

8.3.1.11

CONTRACTOR shall comply with any/all requests to remove from the job site any personnel who are not certified or who do not have a copy of their certification documentation until proof of certification is provided to the Owner.

8.3.1.12

CONTRACTOR shall provide and install only a Connectivity Solution that can qualify for 20-year Extended Product Warranty and Application Assurance Program.

8.3.1.13

CONTRACTOR shall be certified by all systems and equipment manufacturers or vendors relevant to this project. The final deliverable for the project by the contractor shall be a complete system and equipment registered by the manufacturers certifying the installed solution in the

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


ALL

ALL

ENGG CERT

8.3.1.3

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

D88 JO / EWO:

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DRAWING NO.

HE- 174992

10-00273-0002

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PMT OPRNS


8.3.1.14

CONTRACTOR shall ensure the Owner representative is made fully aware in writing of any materials not in compliance with the specification

8.3.1.15

CONTRACTOR shall obtain all required work permits prior to starting any work in accordance with G.I.-0002.100, “Work Permits and Other Proponent Requirements”.

8.3.1.16

During the course of construction, do not block fire hydrants, fire alarm boxes, storm gutters/drains, catch basins, traffic flow, private driveways, and etc. with accordance to GTE 622-105-200.

8.3.1.17

All excavation and installation of underground cables and conduits shall be in accordance with SAUDI ARAMCO Engineering Standards: SAES-T-628 and SAES-T-911 as required by the Project Drawings.

8.3.1.18

Care shall be taken to avoid damage to existing underground facilities during excavation and installation of new work. If during excavation CONTRACTOR encounters any pipes, cables, concrete or other obstructions not indicated on the drawings, he must stop, inform the SAUDI ARAMCO Representative verbally and in writing, then continue in accordance with subsequent instructions from SAUDI ARAMCO Representative. Any damage to existing underground facilities caused by CONTRACTOR or his SAUDI ARAMCO approved sub-Contractors, shall be promptly corrected to original conditions at no extra cost to SAUDI ARAMCO.

8.3.1.19

CONTRACTOR shall install wirings and building distribution cables in accordance with SAUDI ARAMCO Engineering Standard SAES-T-916. Only cad welding method will be used. CONTRACTOR must insure that the cable pulling tension, minimum bending radius, and the number of bends in one run of conduit meets SAUDI ARAMCO requirements.

8.3.1.20

CONTRACTOR shall install grounding of communications facilities and equipments in accordance with SAUDI ARAMCO Engineering Standards: SAES-T-795 and SAES-T-903.

8.3.1.21

CONTRACTOR shall place Warning Tape (Tierra Tape) above the cable or conduit as per SAUDI ARAMCO Standard Drawing # AA-036748.

8.3.1.22

CONTRACTOR shall clean and mandrel ducts where cables are to be installed using lubricant in pulling procedure in accordance with SAUDI ARAMCO Engineering Standard SAES-T-628 and SAES-T-911.

8.3.1.23

CONTRACTOR shall bond and ground pedestal, terminal and cable in accordance with SAUDI ARAMCO Engineering Standard SAES-T-631, SAES-T-903 and SAES-T-632.

8.3.1.24

CONTRACTOR shall install the horizontal raceway system (overhead cable trays, Rigid Galvanized Steel (RGS) conduits and outlet boxes as applicable) and horizontal cables in accordance with the manufacturer

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


ALL

ALL

ENGG CERT

SSJ

project.

DISCIPLINE ENGINEER

6/278


SSJ DATE:

6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

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ASA

PMT OPRNS


8.3.1.25

CONTRACTOR shall employ Commscope Systimax® Premises Distribution System or approved equivalent to support all the voice and data transport requirements.

8.3.1.26

CONTRACTOR shall perform cable testing, witnessed by SAUDI ARAMCO, in accordance with SAUDI ARAMCO Engineering Standard SAES-T-634. All quality assurance (QA) inspections shall be done by a qualified communications inspector.

8.3.1.27

CONTRACTOR shall apply fire retardant sealing compounds to wall cabling slots after installation of cables.

JO/EWO

0002 6/27/08

8.3.2

Project Requirements 8.3.2.1 Fiber Optic Cable Systems 8.3.2.1.1

CONTRACTOR shall provide a complete fiber optic cabling system, as indicated on drawings and in specifications.

8.3.2.1.2

CONTRACTOR shall provide fiber optic housings as indicated on drawings and in specifications.

8.3.2.1.3

CONTRACTOR shall provide all fiber optic coupler panels and mount panels in the distribution shelves as indicated on drawings and in specifications.

8.3.2.1.4

CONTRACTOR shall provide blank panel locations with filler panels as indicated on drawings and in specifications.

8.3.2.1.5

CONTRACTOR shall conform to port counts as indicated on drawings and in specifications.

8.3.2.1.6

CONTRACTOR shall provide Multimode Laser Enhanced 50µm (OM3) fiber optic cable that fully supports all current Ethernet protocols from 10 Mb/s to 10Gb/s as indicated on drawings and in specifications

8.3.2.1.7

CONTRACTOR shall provide Multimode Laser Enhanced 50µm (OM4) fiber optic cable that fully supports all current Ethernet protocols from 10 Mb/s to 10Gb/s as indicated on drawings and in specifications; and as provided by Commscope Systimax® PDS product line. This extended distance and enhanced performance fiber shall be used for all storage area network (SAN) installations as indicated on drawings.

8.3.2.1.8

CONTRACTOR shall conform to multimode strand counts as indicated on drawings.

8.3.2.1.9

CONTRACTOR shall provide Multimode Laser Enhanced 50µm fiber

00

REV NO.

DATE

DESCRIPTION


ALL

ALL

ENGG CERT

SSJ

instructions, relevant SAUDI ARAMCO Standards, NEC Article 318, BICSI TDM and EAIA/TIA-568, -569 and 606.

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

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ASA

PMT OPRNS


ALL

ENGG CERT

SSJ

optic LC-Duplex connectors as indicated on drawings and in specifications

ALL

8.3.2.1.10 CONTRACTOR shall provide Multimode LC-Duplex Connector Panel in 24-strand configurations as indicated on drawings and in specifications. 8.3.2.1.11 CONTRACTOR shall provide Single mode 9µm (OS1) fiber optic cable as indicated on drawings and in specifications.

JO/EWO

0002 6/27/08

8.3.2.1.13 CONTRACTOR shall provide Single mode 9µm fiber optic LC coupler panels as indicated on drawings and in specifications. 8.3.2.1.14 CONTRACTOR shall provide Single mode LC-Duplex Connector Panel in 24-strand configurations as indicated on drawings and in specifications. 8.3.2.2 Copper Cable Systems 8.3.2.2.1

CONTRACTOR shall provide a complete Category 6e cabling system, as indicated on drawings and in specifications.

8.3.2.2.2

CONTRACTOR shall provide 4-Pair UTP Category 6e plenum cable which will be unshielded 100-ohm inside twisted-pair cable for use in the horizontal distribution subsystem as indicated on drawings and in specifications.

8.3.2.2.3

CONTRACTOR shall provide 4-Pair UTP Category 6e plenum cables meet or exceed the requirements of EIA/TIA 568-B.2-1 Enhanced Category 6e and ISO/IEC 6/class E specifications.

8.3.2.2.4

CONTRACTOR shall provide 19” EIA Category 6e patch panel for rack mounted installation. Allow to terminate Category 6e cables conductor pairs on 4 pair wiring blocks as indicated on drawings and in specifications.

8.3.2.2.5

CONTRACTOR shall conform to ports count and equipment heights as indicated on drawings and in specifications.

8.3.2.2.6

CONTRACTOR shall provide a complete Category 3 cabling system, as indicated on drawings and in specifications.

8.3.2.2.7

CONTRACTOR shall provide 19” EIA Category 3 patch panel for rack mounted installation. Allow to terminate Category 3 cables conductor pairs on 4 pair wiring blocks as indicated on drawings and in specifications.

8.3.2.2.8

CONTRACTOR shall provide Category 3 cable which will be 24 AWG twisted pair copper conductor individually insulated with

00

REV NO.

DATE

DESCRIPTION


8.3.2.1.12 CONTRACTOR shall conform to Single mode strand counts as indicated on drawings.

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

97 OF 113

00

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ASA

PMT OPRNS


ALL

ALL

ENGG CERT

SSJ

various PVC compounds and sheathed with a white low smoke PVC outer jacket .Cable shall meet or exceed the Category 3 requirements in ISO/ICE 11801’ CENELECEN50173 and TIA/EIA568B.2. 8.3.2.2.9

CONTRACTOR shall provide cable as indicated on drawings and in specifications.


JO/EWO

0002 6/27/08

8.3.2.2.13 CONTRACTOR shall provide DSX cross connect panels with 56 termination rear cross-connects to support T-1 network connections as indicated on drawings and in specifications.

8.3.2.2.12 CONTRACTOR shall conform to pair count as indicated on drawings and in specifications.

8.3.2.2.14 CONTRACTOR shall conform to ports count and equipment heights as indicated on drawings and in specifications.

00

REV NO.

DESCRIPTION

8.3.2.2.11 CONTRACTOR shall provide STP cable which will be 22 AWG shielded twisted pair copper conductor individually insulated with various PVC compounds and sheathed with a white low smoke PVC outer jacket Meet or exceeds the requirements in UL Subject 444/csa c22.2 No 214 and TIA/EIA DSX-1 Plus Wave Shape Compliance as 550 feet.

DATE

8.3.2.2.10 CONTRACTOR shall conform to pair count as indicated on drawings and in specifications.

DISCIPLINE ENGINEER

8.3.2.2.15 CONTRACTOR shall install 4-pair Category 6e UTP cables from the TR to the information outlets as shown on drawings.

6/278


8.3.2.2.16 CONTRACTOR shall install Category 3 cables to the information outlets as shown on drawings.

SSJ DATE:

6/27/08

CERTIFIED

8.3.2.3 Server Cabinets and Communications Racks

6/27/08

DATE:


8.3.2.3.1

CONTRACTOR shall provide all communication and server cabinets as indicated on drawings and in specifications.

8.3.2.3.2

CONTRACTOR shall provide free-standing communication equipment cabinets for equipment mounting as indicated on drawings and in specifications.

8.3.2.3.3

CONTRACTOR shall provide wall-mounted racks for equipment mounting as indicated on drawings and in specifications.

8.3.2.3.4

CONTRACTOR shall provide vertical wire mangers for the mounted racks for cable support as indicated on drawings and in specifications.

6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



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8.3.2.4.1

CONTRACTOR shall provide ladder rack as indicated on drawings and in specifications.

8.3.2.4.2

CONTRACTOR shall provide wire basket type cable tray which shall be of wire-mesh construction and be configured in a 2" x 4" grid pattern wires welded at the intersection points. The Basket type various sizes shall be as indicated on drawings and in specifications.

8.3.2.4.3

CONTRACTOR shall provide a complete wire management system, as indicated on drawings and in specifications.

8.3.2.4.4

CONTRACTOR shall provide all 1U, 2U and 4U horizontal cable management panels as indicated on drawings and in specifications.

8.3.2.4.5

CONTRACTOR shall provide all 6” & 10” wide vertical cable management panels that have metal ring type with solid cover panels as indicated on drawings and in specifications.

8.3.2.4.6

CONTRACTOR shall provide all open and closed cable distribution rings (J-Hooks, C-Rings, and D-Rings) as required and/or indicated on drawings and in specifications.

8.3.2.4.7

CONTRACTOR shall provide all cable hook and loop ties with #10 screws as required and/or indicated on drawings and in specifications. Provide plenum rated where required.

8.3.2.4.8

CONTRACTOR shall install overhead cable trays, RGS conduits and information outlets as shown on drawings.

8.3.2.4.9

CONTRACTOR shall provide all cable tray and ladder rack systems as indicated on drawings and in specifications.

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DESCRIPTION


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8.3.2.4 Cable Management

DISCIPLINE ENGINEER

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SSJ DATE:

6/27/08

CERTIFIED

8.3.2.5 Grounding

6/27/08

DATE:


ASA

BY:

DATE: (DCC) NO. _____________________




EDSD VERIFICATION

8.3.2.5.2

CONTRACTOR shall provide a complete telecommunications Grounding system, as indicated on drawings and in specifications.

8.3.2.5.3

CONTRACTOR shall provide ground conductors and connections to all equipment, raceways, basket tray, ladder rack, cabinets, racks, etc. for a complete system.

8.3.2.5.4

CONTRACTOR shall provide all ground bus bar hardware, as indicated on drawings and in specifications.

8.3.2.5.5

CONTRACTOR shall install grounding wires, bond and ground the equipment cabinets as shown on Telecommunications and electrical

6/27/08

DATE:


CONTRACTOR shall install grounding wires, bond and ground the equipments in the Telecommunications Room (TR) as shown on drawings.

6/27/08

OPERATIONS


8.3.2.5.1



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8.3.2.6 Testing / As-builts

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drawings.

8.3.2.6.1

CONTRACTOR shall provide proof of testing technician's certification for operation of the specific units of test equipment, which are proposed for use.

8.3.2.6.2

CONTRACTOR shall obtain owner approval for each termination and test plan prior to execution of the work.

8.3.2.6.3

CONTRACTOR shall test all fiber optic backbone cables after the installation is fully completed.

8.3.2.6.4

CONTRACTOR shall test all Category 3 backbone cables after the installation is fully completed.

8.3.2.6.5

CONTRACTOR shall test all Category 6e backbone cables after the installation is fully completed.

8.3.2.6.6

CONTRACTOR shall submit product data of test equipment to be used.

8.3.2.6.7

CONTRACTOR shall submit sample of reports that will be generated to document test and performance.

8.3.2.6.8

CONTRACTOR shall submit a document detailing proposed test methods, steps, and sequence of operation.

8.3.2.6.9

CONTRACTOR shall comply with the latest TIA/EIA 568-B test standards, and any test equipment instruction, and guidelines.

DISCIPLINE ENGINEER


8.3.2.6.10 CONTRACTOR shall test and certify equipment and ensure all appropriate test accessories are included. The test equipment shall comply with TIA/EIA for Level III accuracy. The test equipment for UTP cables shall be certified and capable of testing Category 6 cables.

6/27/08

CERTIFIED 6/27/08

DATE:


8.3.2.6.11 CONTRACTOR shall provide notification of any planned testing to the owner 10 days prior to any test.

6/27/08

OPERATIONS ASA

BY:

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



8.3.2.6.12 CONTRACTOR shall develop the test plans defining all the tests required to ensure that the cable plant meets technical and performance specifications. The test plans shall define milestones for each test, equipment, personnel, facilities, and supplies required. The test plans shall identify the capabilities and functions to be tested. The test plan and test forms shall be reviewed and must be approved by the owner prior to commencement of any test. Contractor shall implement any comment by Owner and resubmit the test plan and test form.

6/27/08

DATE:

8.3.2.6.13 CONTRACTOR shall provide all test results will be in writing giving DRAWING TITLE CONSTRUCTION SCOPE OF WORK


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8.3.2.6.14 CONTRACTOR shall perform all testing with approved equipment.

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all readings, date, tested by and totals.

ALL

8.3.2.6.15 CONTRACTOR shall test all cables and repair and re-test at the contractor's expense in accordance with TIA/EIA 568-B. All fiber optic backbone cables shall be tested for multimode 50mm compliance. All copper UTP cables shall be tested for Category 3 and Category 6e compliance as required.

8.3.2.6.17 CONTRACTOR shall provide record drawings depicting the actual routing of cabling installed and all outlets addressing in AutoCAD format at the conclusion of the project. 8.4

Data Networking Systems

8.4.1

General 8.4.1.1

CONTRACTOR shall perform all communications work in accordance with the latest edition of SAUDI ARAMCO Engineering Standards (SAES), vendor recommended installation and configuration methods, and industry best practices. In case of conflict, the more stringent code shall apply.

8.4.1.2

CONTRACTOR shall adhere to all safety standards while carrying out his work.

8.4.1.3

CONTRACTOR shall read, review, and understand scope of work in statement of work, construction drawings, bill of materials, and material and execution specifications.

8.4.1.4

CONTRACTOR shall understand that “to provide” is construed to mean furnish, install, test, terminate label and to make fully functional independent of the work of others without exception.

8.4.1.5

CONTRACTOR shall construe “contract documents” to include all materials and executions specifications produced and published for this project.

8.4.1.6

CONTRACTOR shall provide all materials and labor needed to complete the scope of work as defined in the contract documents.

8.4.1.7

Based on the construction documents, the CONTRACTOR will work closely with the SA network teams to develop further detailed network configuration which will be used as master topology for the installation and configuration of the network hardware and software.

8.4.1.8

CONTACTOR shall document all design details prior to device installation and configuration. This detailed design will incorporate all layer 2 and layer 3 design specifics, as well as all protocols, ports, speeds, interfaces,

00

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DESCRIPTION


8.3.2.6.16 CONTRACTOR shall reflect on the as- built plan any changes during installation.

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



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8.4.1.9

CONTRACTOR shall provide to owner and engineer for approval Product Data Sheets, Quality Assurance and Factory Tests, Project Materials List, and Shop Drawings.

8.4.1.10

CONTRACTOR shall submit all Field Test Reports, As-Built – Record Documents, Warranty and Certificate information post construction that will be used in the project to owner and engineer for approval.

8.4.1.11

CONTRACTOR shall provide all necessary documents to prove experience as a telecommunications integration contractor that possesses all licenses and industry certifications required to procure, install, test, commission and provide, design, install, configure, and troubleshoot complex multi-protocol network systems at this project location.

8.4.1.12

CONTRACTOR shall certify that additional manufacturer-specific installer training must be acquired prior to commencement of installation. Manufacturer installation training must reflect all the product technologies specified for this project. The contractor’s field representative shall have a copy of each person’s certification at the site at all times.

8.4.1.13

CONTRACTOR shall comply with any/all requests to remove from the job site any personnel who are not certified or who do not have a copy of their certification documentation until proof of certification is provided to the Owner.

8.4.1.14

CONTRACTOR shall be certified by all systems and equipment manufacturers or vendors relevant to this project. The final deliverable for the project by the contractor shall be a complete system and equipment registered by the manufacturers certifying the installed solution in the project.

8.4.1.15

CONTRACTOR shall ensure that the owner, engineer and/or the owner’s representative is made fully aware in writing of any materials not in compliance with thedata network material and installation specifications,

8.4.1.16

CONTRACTOR shall install grounding of communications facilities and equipments in accordance with SAUDI ARAMCO Engineering Standards: SAES-T-795 and SAES-T-903.

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DESCRIPTION


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configurations, VLAN’s, trunks, IP addresses, subnets, failover mechanisms, and any other relevant design details. CONTRACTOR shall submit final design by means of shop-drawings process to be reviewed and approved by owner representative. Owner approval for implementation must be received prior to commencement of installation and configuration of hardware.

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE:

8.4.2

Hardware Procurement 8.4.2.1 CONTRACTOR shall be responsible for providing all network hardware and software to support the final design and bill of materials approved by owner.

(DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

8.4.2.2 CONTRACTOR shall provide options for 1, 2 or 3 year support contract in the pricing from the vendor. This option will be included in the pricing to the owner DRAWING TITLE CONSTRUCTION SCOPE OF WORK


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8.4.2.3 CONTRACTOR shall qualify and adhere to all procurement terms as defined in the contract documents and as defined by owner.

ALL

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SSJ

and will reflect discounts based on longevity of term.

8.4.2.4 CONTRACTOR shall obtain the best possible discounts based on volumepurchases, that of the CONTRACTOR and the owner. CONTRACTOR will then pass the savings to the owner in the form of a rebate in the final bid..

JO/EWO

0002 6/27/08

8.4.3

Network Hardware Installation 8.4.3.1 CONTRACTOR shall install all hardware and software provided as defined within the Specification Document (SD) and Bill of Materials (BOM). The actual physical locations and elevations are defined within the SD. 8.4.3.2 CONTRACTOR shall install all hardware per vendor recommended installation procedures. 8.4.3.3 CONTRACTOR shall install all software versions per pre-approved owner revision levels and per vendor recommended installation procedures. Any known faults (bugs) within the software revision level specified by owner will be documented and presented to the owner, and will be signed off with approval, prior to the installation of the software version.

00

REV NO.

DATE

DESCRIPTION


8.4.2.5 CONTRACTOR shall be responsible for all hardware during procurement, shipping, receiving, burn-in, staging, and deployment until accepted and formally transitioned to the owner. Owner will only accept responsibility once the hardware has been installed, tested --per the Quality Assurance (QA) and Quality Control (QC) sections within the Statement of Work (SOW) and the Specification Document (SD). Owner will indicate acceptance in writing to the CONTRACTOR.

DISCIPLINE ENGINEER


8.4.3.4 CONTRACTOR shall label all switch chassis at the bottom center of each device according to the SD labeling specification.

SSJ DATE:

6/27/08

CERTIFIED

8.4.3.5 CONTRACTOR shall properly cable all power cables to an A and B power source within the cabinet, and label each power cable in accordance to the SD labeling specification.

6/27/08

DATE:


8.4.3.6 CONTRACTOR shall install all device modules according to manufacturer specifications, and as defined within the SD.

6/27/08

OPERATIONS ASA

BY:

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



8.4.3.7 CONTRACTOR shall burn in all active components as defined within the SD. CONTRACTOR will replace any items that are found to be defective. New/replaced modules will undergo the same burn in procedure and are required to pass.

6/27/08

DATE:

8.4.3.8 CONTRACTOR shall be responsible for bonding and grounding of all provided equipment per the manufacturer’s directions. A facility ground bus will be made available near the cabinets for the ground wire to be attached. The contractor is responsible for any component damage incurred due to improper grounding procedures. DRAWING TITLE CONSTRUCTION SCOPE OF WORK


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8.4.3.9 CONTRACTOR shall hard set all port speeds and duplex settings. No ports or interfaces will be left in an auto state.

ALL

8.4.3.10 CONTRACTOR shall name all network ports and interfaces, as defined by the owner’s port-naming standards. 8.4.4

Quality Assurance

8.4.4.2 CONTRACTOR shall ensure that all deployed systems shall be fully documented and configurations saved/backed up for future system recovery or validation. The backup mechanism should be on a secure owner-provided Network Management System (NMS) using SCP or other owner-defined method. CONTRACTOR shall configure the device so that the Network Operations Center (NOC) can monitor the device. Once monitoring has been enabled and verified, then the contractor shall ensure the final configuration is backed up and documented.

0002

JO/EWO

DESCRIPTION


8.4.4.1 CONTRACTOR shall coordinate with the owner Engineers to develop a detailed Quality Assurance process to ensure that the overall network installation, as well as the individual components, meets predefined measures and objectives. These defined objectives will be used as a baseline during initial engineering and deployment, and later as a reference during testing.

00

REV NO.

DATE

6/27/08

8.4.4.3 CONTRACTOR shall work with the owner in developing an accurate test and acceptance plan that clearly documents system functionality to ensure that the deployed systems work as specified, and are properly integrated within the owner’s network. The contractor will write this plan, present it to the owner, obtain approvals, and utilize the detailed step-by-step process in the testing phases of the project.

DISCIPLINE ENGINEER

8.4.4.4 CONTRACTOR shall ensure that their written testing and acceptance (T&A) plan is approved by the owner prior to actual testing.

6/278


8.4.4.5 CONTRACTOR shall encompass each of the individual network layers (Core, Distribution, Aggregation, and Access) into their testing and acceptance plan, as well as end-to-end network system functionality and testing.

SSJ DATE:

6/27/08

CERTIFIED

8.4.4.6 CONTRACTOR shall not configure and deploy any systems until the T&A plan has been developed, documented, and approved for release.

6/27/08

DATE:


8.4.4.7 CONTRACTOR shall encompass the failure and failover of both logical and physical elements within their T&A plan, and will document how the network responds to certain failovers. These tests should encompass various scenarios; such as:

6/27/08


• Failure of a physical link/s DATE:

BY:

• Failure of logical link/s • Failure of a port/s

(DCC) NO. _____________________

• Failure of interface/s BY DRAWING COMPLETION CERTIFICATE





EDSD VERIFICATION

DATE:

• Failure of a power supply/s • Failure of a line card module/s (Gigabit and 10 Gigabit) DRAWING TITLE CONSTRUCTION SCOPE OF WORK


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• Routing or switched protocol failure and convergence times

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• Failure of a Supervisor module/s

ALL

• Spanning tree failover and stability • Chassis failure

8.4.4.8 CONTRACTOR shall provide testing documentation which will document evidence of stateful, or non-stateful failover, as well as the time the network requires to recover from the failover.

8.4.5

Change Control 8.4.5.1 CONTRACTOR shall minimize all possibilities of configuration and change errors by providing a fully documented change control process. This process will confirm that any scheduled changes are planned and tested before being moved to production, that SA is aware of all changes, and that all changes to the production systems are scheduled and documented.

0002

JO/EWO

DESCRIPTION


8.4.4.9 CONTRACTOR shall document and record all testing to be submitted for the owner’s review. It is critical that rapid failover and recovery is integrated into the network, and that this high availability mechanism is tested and validated via the owner-approved Quality Control process.

8.4.5.3 CONTRACTOR shall thoroughly comply with all owner Change Control processes and will not modify or impact any production systems without prior written approval of the owner.

00

REV NO.

DATE

6/27/08

8.4.5.2 CONTRACTOR shall present this process to the owner for approval in their response.

DISCIPLINE ENGINEER


8.4.5.4 CONTRACTOR shall be held liable for damages to, or loss of, production systems that are impacted due to the contractor’s modifications or changes, without written approval from the owner. Owner will remain indemnified of any responsibility not directly related to owner specific direction(s).

SSJ DATE:

6/27/08

CERTIFIED

8.4.5.5 CONTRACTOR shall request all hardware or software configuration changes, as well as software versions, prior to the actual change.

6/27/08

DATE:


8.4.6

6/27/08

Exterior Network Routing

OPERATIONS

8.4.6.1 CONTRACTOR shall work closely with the owner’s network teams to develop the necessary detailed exterior gateway routed protocol (EGP) design for all interfaces leaving the facility. Currently owner uses OSPF and will require that the new facility be thoroughly integrated with the existing exterior gateway routing protocols for the new data center. Multiple OSPF areas will be utilized in the design and it is critical that the contractor provide staff with extensive experience in the design, configuration, and troubleshooting of similar networks. iBGP will be configured between the ECC and IT ASBR Routers at the Corporate Data Center to allow traffic between the separate ECC and IT OSPF instances.

ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

8.4.6.2

CONTRACTOR shall configure all network devices in accordance to Saudi



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8.4.6.3 CONTRACTOR shall base ensure that all exterior routing configurations will be based on industry and vendor specified best practices and methodologies.

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Aramco Engineering Standards (SAES).

8.4.6.4 CONTRACTOR shall ensure that high availability and failover is incorporated into all configurations. 8.4.6.5 CONTRACTOR shall use the approved detailed design document as a hierarchical topology and guide for the deployment.

JO/EWO

0002 6/27/08

8.4.7

Interior Network Routing 8.4.7.1 CONTRACTOR shall work closely with the owner’s network teams to develop the necessary detailed interior gateway routed protocol (IGP) design for all interfaces leaving the facility. Currently SA uses OSPF and will require that the new facility be thoroughly integrated with the existing exterior gateway routing protocols for the new data center. Multiple OSPF areas will be utilized in the design and it is critical that the contractor provide staff with extensive experience in the design, configuration, and troubleshooting of similar networks. 8.4.7.2 CONTRACTOR shall configure all network devices in accordance to Saudi Aramco Engineering Standards (SAES).

00

REV NO.

DATE

DESCRIPTION


8.4.6.6 CONTRACTOR shall configure all high availability and failover mechanisms into the network using various protocols (i.e. OSPF timers, VRRP/HSRP etc...).

DISCIPLINE ENGINEER

8.4.7.3 CONTRACTOR shall base ensure that all exterior routing configurations will be based on industry and vendor specified best practices and methodologies.

6/278


8.4.7.4 CONTRACTOR shall ensure that high availability and failover is incorporated into all configurations.

SSJ DATE:

6/27/08

CERTIFIED

8.4.7.5 CONTRACTOR shall use the approved detailed design document as a hierarchical topology and guide for the deployment.

6/27/08

DATE:


8.4.7.6 CONTRACTOR shall configure all high availability and failover mechanisms into the network using various protocols (i.e. OSPF timers, VRRP/HSRP etc.).

6/27/08

OPERATIONS ASA

BY:

Switched Network Design 8.4.8.1 CONTRACTOR shall work closely with the owner’s network teams to develop the necessary detailed switched network design for all interfaces leaving the facility. The owner requires that the new facility be thoroughly integrated with the existing switched campus networks.

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



8.4.8

6/27/08

DATE:

8.4.8.2 CONTRACTOR shall configure all devices in accordance to Saudi Aramco Engineering Standards (SAES). 8.4.8.3

CONTRACTOR shall ensure that all switched configurations will be based



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8.4.8.4 CONTRACTOR shall provide and configure detailed spanning tree documentation show roots, how BPDU’s are managed, failover, manual layer 2 load balancing, trunking configurations, pruning methodologies, and any other switched network best practices as defined by the vendor. Full management of all VLAN’s, affiliated networks, IP addressing, and spanning tree protocol is critical to the functional operation and high availability of the network.

ALL

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ENGG CERT

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on industry and vendor specified best practices and methodologies.

JO/EWO

0002 6/27/08

8.4.8.6 CONTRACTOR shall use the approved detailed design document as a hierarchical topology and guide for the deployment. 8.4.9

Configuration 8.4.9.1 CONTRACTOR shall use owner’s standardized and approved configuration templates for the base of their configurations. All final configurations must be approved in writing by a the owner’s appointed configuration manager prior to the implementation onto the network devices. 8.4.9.2 CONTRACTOR shall follow all vendor recommended best practices and design or deployment guidelines for all aspects of the network.

8.4.10 Security

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DATE

DESCRIPTION


8.4.8.5 CONTRACTOR shall ensure that high availability and failover is incorporated into all configurations.

8.4.10.1 CONTRACTOR shall be responsible for configuring any access-lists (layer 3 IP based), or extended access-lists (Layer 3 IP based and Layer 4 TCP/UDP port based) as required and defined in detail by the owner during the detailed design process.

DISCIPLINE ENGINEER


8.4.10.2 CONTRACTOR shall not be responsible for any firewalls, intrusion detection, intrusion prevention, or other adaptive security solutions. The security devices and the services they provide are provided by others.

6/27/08

CERTIFIED 6/27/08

DATE:


8.4.11 Acceptance 8.4.11.1

6/27/08

OPERATIONS

8.4.11.2 CONTRACTOR shall forward all network testing documentation to the owner’s network teams for review. Once these documents are received, the owner will schedule final testing with the CONTRACTOR. The owner’s network teams will then observe all testing procedures as executed during the initial vendor pre-test.

ASA

8.4.11.3 CONTRACTOR shall ensure that all network testing is witnessed by the owner. The contractor will also confirm that all testing passes in accordance with the previously owner-approved testing documentation. Only then can the owner decide to accept that phase, or the entire project, at their discretion.

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:

CONTRACTOR shall document all testing performed on the network.



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8.4.12.1 CONTRACTOR shall provide full documentation for all physical and logical components of the implemented network as defined within the SD. This is to be considered an as-built document and will encompass all protocols, ports, speeds, interfaces, configurations, VLAN’s, IP addresses, subnets, and any other design relevant details that were specified in the detailed design process. This documentation will also include all physically connected links and copper or optical patching, as installed by the contractor.

ALL

ALL

ENGG CERT

SSJ

8.4.12 Documentation

00

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DATE

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0002

JO/EWO

DESCRIPTION


8.4.12.2 CONTRACTOR shall provide 24 full hard copies of the documentation to the owner upon project completion, as well as 12 soft copies on CD. All documents within the documentation will be in their native formats, so that the drawings, tables, and other document components can used in the future by the owner. Locked, password protected, Adobe PDF or other file formats that can not be edited, will be rejected.

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



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SECTION 9.0 - DETAILED DESCRIPTION OF WORK PHASE 900 – PAINTING / COATING / INSULATION

9.2

General

9.1.1

CONTRACTOR shall paint, coat and insulate equipment, piping and materials in accordance with Saudi Aramco standards and the Project Specifications.

9.1.2

All painting and coating is considered “critical” per SAUDI ARAMCO standards requiring certification of all coating and blasting personnel. Any CONTRACTOR coaters or blasters working without a current SAUDI ARAMCO certification card in his possession will be immediately removed from the job site.

Coating and Painting 9.2.1

CONTRACTOR shall paint all metal surfaces on supports in accordance with SAES-H-101 and APCS-26.

9.2.2

CONTRACTOR shall paint all below grade concrete surfaces for anchors and pipe support posts in accordance with SAES-H-101 and APCS-10. CONTRACTOR shall grout structural base plates on platform foundations, removable anchors, pipe supports and other concrete foundations in accordance with SAES-Q-010.

9.2.3

Anchor bolts shall be coated in accordance with requirements of SAES-Q-001 and 12-SAMSS-007.

9.2.4

CONTRACTOR shall paint vents and drains in accordance with SAES-H-101 and APCS-26.

9.2.5

All damaged epoxy-coating shall be repaired with patching material conforming to 09-SAMSS-106. When epoxy-coated reinforcing bars are cut in the field, the ends of the bars shall be coated with the same material used for repair of coating damage. Repair shall be done in accordance with the patching material manufacturer’s recommendations. The maximum total amount of coating damage on rebars received at the job site shall not exceed 2.0% of the surface area of each bar. Bars with damage exceeding this amount shall be rejected. Fading of the color of the coating shall not be the cause for rejection of epoxycoated reinforcing bars. All visible coating damage due to handling, shipment and placing shall be repaired per 09-SAMSS-106 and manufacturer’s recommendations.

9.2.6

CONTRACTOR shall perform surface preparation and painting of steelwork. No welded or bolted connections shall be painted until inspected by the SAUDI ARAMCO Representative. Painting WORK shall be carried out so as to ensure a uniform topcoat finish for all steelwork, handrails, ladders etc. All surface preparation, paint, and paint application shall comply with SAUDI ARAMCO Paint Specifications SAES-H-101, APCS-4, and APCS-6 unless otherwise shown specifically on drawings.

00

REV NO.

DATE

6/27/08

0002

JO/EWO

DESCRIPTION


ALL

9.1

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

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PMT OPRNS


9.2.8

Concrete manholes shall be coated internally with APCS-3 epoxy and externally below grade with APCS-10 bituminous paint per SAES-H-101 or better. Exterior concrete surfaces above grade shall be coated with APCS-1B coating system per SAES-H-003. Before coating, concrete surfaces shall be sealed with a low molecular weight epoxy sealer. (Refer to SAES-A-104).

9.2.9

Steel reinforcing bars in concrete shall be epoxy coated per 09-SAMSS-106.

9.2.10

CONTRACTOR shall dampproof all footings and foundations per the project “Materials Specification Section 071113 – Bituminous Dampproofing”.

9.2.11

CONTRACTOR shall apply water repellent to unpainted concrete, concrete unit masonry and plaster per the project “Materials Specification Section 071900 – Water Repellents”.

9.2.12

CONTRACTOR shall apply fluid applied membrane air barriers to walls per the project “Materials Specification Section 072726 – Fluid Applied Membrane Air Barrier” for control of air flow through walls.

6/27/08

9.2.13

CONTRACTOR shall apply fire proofing materials to structural members per the project “Materials Specification Section 078100 – Applied Fireproofing”.

00

SSJ

All protective coating damaged during construction shall be repaired at CONTRACTOR’s expense.

9.2.14

CONTRACTOR shall paint interior surfaces per the project “Materials Specification Section 099123 – Interior Painting”.

9.2.15

CONTRACTOR shall coat above ground chilled water piping surfaces the requirements of Section 6.0 and per 09-SAMSS-089.

9.2.16

CONTRACTOR shall coat above ground condenser water piping surfaces the requirements of Section 6.0 and per 09-SAMSS-091.

REV NO.

DATE

0002

JO/EWO

DESCRIPTION


ALL

ALL

ENGG CERT

9.2.7

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:

9.3


Insulation 9.3.1

CONTRACTOR shall supply and install jacketed insulation (to keep water cool) on all above ground safety shower and eye wash piping installed by this project. CONTRACTOR’s proposed insulation and associated installation procedure shall be approved by SAUDI ARAMCO Representative prior to installation. Piping shall be flushed and hydrotested prior to installation of insulation.

9.3.2

CONTRACTOR shall employ a SAUDI ARAMCO approved insulation specialist to install all pipe insulation.

9.3.3

CONTRACTOR shall insulate all mechanical piping, equipment and materials per the project “Materials Specification Section 15080 – Insulation”.

9.3.4

CONTRACTOR shall insulate all plumbing piping, equipment and materials per the project “Materials Specification Section 15082 – Plumbing Insulation”.

6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

110 OF 113

00

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ASA

PMT OPRNS


SSJ ALL

ENGG CERT

SECTION 10.0 - TESTING Commissioning

ALL

10.1

JO/EWO

0002 6/27/08

•

SAUDI ARAMCO Standards and documents

•

HE-174994 - PRE-COMMISSIONING PROCEDURES

•

HE-174995 - COMMISSIONING PROCEDURES

10.1.2 Contractor shall receive and store equipment to maintain warranty in accordance with equipment vendors’ requirements. 10.1.3 Contractor shall uncrate, inspect for damage, document damage, and initiate any claims necessary to correct damage. 10.1.4 Contractor shall place equipment following vendor recommendations for lifting, skidding, etcetera. 10.1.5 Once equipment is uncrated and checked, Contractor shall wrap equipment with plastic to prevent infiltration of dust, construction debris, and other contaminants. 10.1.6 Contractor shall remove shipping braces, locking devices, and other similar devices in accordance with equipment manufacturer recommendations prior to commencing any equipment installation. 10.1.7 Contractor shall catalog, protect, and stored to prevent damage, any panels or covers that are removed during installation.

00

REV NO.

DATE

DESCRIPTION


10.1.1 All Testing will be performed in accordance with the following:

DISCIPLINE ENGINEER

10.1.8 Contractor shall protect equipment tops with suitable material such as plywood or equivalent where work me be performed overhead of the equipment to prevent debris entry or damage from workmen or incidental / accidental damage from work in the area.


10.1.9 Contractor shall protect equipment following hookup of each unit with heavy duty plastic or equivalent barrier to prevent entry to dust, debris and to prevent marring and scratching until ready for startup and testing.

6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________

BY:

10.1.13 Contractor shall review pre-functional test with Commissioning Agent prior to power-up, startup, and use of any device.




EDSD VERIFICATION



10.1.11 For electrical switchgear and distribution equipment: Contractor shall clean all internal parts, crevices, spaces, cubicles, etc by vacuuming and other necessary methods until a dust free condition is achieved, prior to startup and testing. 10.1.12 Contractor shall not commence power-up and testing until a Commissioning Agent has approved with cleaning to a dust free condition.

6/27/08

DATE:

10.1.10 Contractor shall remove temporary protective barrier prior to startup testing.

10.1.14 Contractor shall not allow equipment or cabling to be climbed or to be used to store, stage, or rest tools, material or equipment.



DOC


SAUDI ARABIA

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A

DRAWING NO.

HE- 174992

10-00273-0002

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PMT OPRNS


11.1

ALL

ALL

ENGG CERT

SSJ

SECTION 11.0 - SPECIAL TECHNICAL REQUIREMENTS Tie-Ins 11.1.1

CONTRACTOR to provide a tie-in schedule and confirm time and date with SAUDI ARAMCO Representative before any tie-ins are made.

11.1.2

Tie-ins shall be witnessed by the SAUDI ARAMCO Representative.

As-Built Drawings


JO/EWO

0002

11.2.3

6/27/08

CONTRACTOR shall keep a complete and accurate record of all As-Built changes made during construction of this Project at the construction site. SAUDI ARAMCO Representative shall have full access to these drawings at all times.

11.2.2

Within 30 days of completion of construction, CONTRACTOR shall submit to the SAUDI ARAMCO Representative three complete sets of construction packages marked up with all As-Built changes and dated, including MTO list. The As-Built mark-ups shall be done in a professional manner utilizing the green color for all deletions and the red for all additions or changes. CONTRACTOR's surveyor field books shall be included with the As-Built Drawings.

11.2.4

Four copies of all QA/QC documentation (indexed and bound) shall be submitted to SAUDI ARAMCO Representative on the completion of this Project.

11.2.5

All drawings shall have a revised copy of the material take off (MTO), reflecting all changes made during construction in regard to quantities, substitutions or deletions.

11.2.6

Three sets of hand marked as-builts will be required prior to each partial Mechanical Completion.

11.2.7

SAUDI ARAMCO Representative will periodically check that as-built drawings are up to date. If not, all work will stop until the as-built drawings are up-to-date and reflect the installed facilities.

00

REV NO.

DESCRIPTION

11.2.1

DATE

11.2

DISCIPLINE ENGINEER


6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

112 OF 113

00

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ASA

PMT OPRNS


ALL

GI-2.710 will be carefully followed for pre-commissioning, punch listing and turnover activities.

ALL

All Pre-commissioning and Commissioning will be performed in accordance with the following:

JO/EWO

0002 6/27/08

00

REV NO.

DATE

DESCRIPTION


ENGG CERT

SSJ

SECTION 12.0 PRE-COMMISSIONING

DISCIPLINE ENGINEER


•

SAUDI ARAMCO Standards and documents

•

HE-174994 - PRE-COMMISSIONING PROCEDURES

•

HE-174995 - COMMISSIONING PROCEDURES

12.1

CONTRACTOR shall perform all required Pre-commissioning including labor, tools and equipment for the performance of all necessary checks, tests, adjustments, repairs and modifications for the final acceptance of the facilities. It shall be noted that assistance shall be done by qualified personnel.

12.2

CONTRACTOR shall supply commissioning assistance including labor, tools and equipment for all required checks, tests, adjustments, turning blinds, cleaning and modifications required for the initial startup of the Facilities.

12.3

SAUDI ARAMCO Pre-commissioning Forms will be used for all testing and inspections. Other forms (for testing and/or inspections not included in the SAUDI ARAMCO Precommissioning forms) will be presented by the CONTRACTOR and approved by the SAUDI ARAMCO Representative as part of the QA/QC Plan.

12.4

CONTRACTOR shall flow test the completed system per the requirements of SAES-B017, document any deficiencies and/or obtain SAUDI ARAMCO approval signatures. The test procedure must be approved two weeks prior to beginning any testing. CONTRACTOR is responsible for assuring test water is drained and the general area put back into its original condition.

SSJ DATE:

6/27/08

CERTIFIED 6/27/08

DATE:


6/27/08

OPERATIONS ASA

DATE: (DCC) NO. _____________________




EDSD VERIFICATION



BY:

6/27/08

DATE:



DOC


SAUDI ARABIA

D88 JO / EWO:

A

DRAWING NO.

HE- 174992

10-00273-0002

SHT.NO.

REV.NO.

113 OF 113

00

EDSD/2616-0399.doc



ASA

PMT OPRNS


Scope of Work

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