Vol-1-2

PETROLEUM DEVELOPMENT OMAN

Nimr Sludge Pit System Upgrade - FEED + DD

Construction Scope of Work Main Project

WBS NO-C.OM.NMl.lN.09.009

WPAl Project No.: PAIP00405 WPAl Document No. PAIP00405/SOW10903

Worley Parsons - Arabian Industries (JV) Rev.

Date

Prepared

Description

Checked

Approved by

by

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I Aug 2011 1 issued for Approval I

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C&A

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WPAl

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Client

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This document has been prepared for the trtled proiect or named part thereof and should not be relied upon or used for any other project without an independent check being canled out as to its suitablliiy and prior writtenau;hority of W P JV ~ b e ~ n gobtained. WPM JV accepts no respons~brlityor liability for the consequences of t h ~ sdocument being used for a purpose other than the pilrposes for which it was commissioned Any person using or relylng on the document for such other purpose agrees, and will by such use or reliance be taken to confirm hrs agreement to indemnify WPAI J V for all loss or darnage

Postal Code-133, Al-Khuwair. Sultanate of Oman. Tel: +968-24473300 Fax: +968-24483908

Nimr Sludge Pit System Upgrade . FEED, DD & Procurement Construction Scope of Work

PA1P00405/SOW/903 Page 2 of 20

TABLE OF CONTENTS 1.0

INTRODUCTION ................................................................................................. 5

2.0

EXTENT OF RESPONSIBILITY ........................................................................... 5

3.1

General .................................................................................................................................................................... 5

3.2

Construction Drawings update ..................................................................................................................... 6

3.3

Structural Steel Works ..................................................................................................................................... 6

3.4

Concrete Works for pipe supports, platforms. crossovers and sleepers ................................7

3.5

Drain Pit .................................................................................................................................................................. 7

3.6

Flange pit and collection pit .......................................................................................................................... 7

3.7

Spill pit and hard strand for Launcher IReceiver ............................................................................. 7

3.8

Culverts ................................................................................................................................................................... 8

3.9

Excavation and Backfilling ........................................................................................................................... 8

4.0

MECHANICAL .......................................................................................................... 8 General .............................................................................................................................................................. 8 Piping ....................................................................................................................................................................... Pre-Fabrication and Installation of Piping;

..............................................................................................

Tie-in schedule ....................................................................................................................................................

8 9 9

Non Destructive Testing of Piping .............................................................................................................. 9 Coating & Painting of Piping ......................................................................................................................... 9 Bolt Torquing and tensioning ....................................................................................................................... 9 Flushing & Hydro Testing of Piping ....................................................................................................9 4.9

Leak Testing........................................................................................................................................................ 10

5.0

ELECTRICAL ...................... . . . ...........................................................................10

5.1

GENERAL ............................................................................................................................................................. 10

WorleyParsons . Arabian Industries (JV)

Nimr Sludge Pit System Upgrade . FEED, DD & Procurement Construction Scope of Work

PAIP00405/SOW1903 Page 3 of 20

5.2

EQUIPMENT INSTALLATION: ...................................................................................................................... l o

5.3

CABLE LAYING & TERMINATIONS ........................................................................................................... 11

5.4

EARTHING ........................................................................................................................................................... 11

5.5

LV SWITCHBOARD COMPONENTS .........................................................................................................

5.6

WINPCS

5.7

PRE-COMMISSIONING & TESTING ............................................................................... 13

5.8

TIE-IN AND SHUTDOWN REQUIREMENTS .................................................................

5.9

MATERIALS ...........................................................................................................13

5.10

PROJECT MATERIALS .................................................................................................................................. 13

5.1 1

REMOVED MATERIALS ..............................................................................................................................13

5.1 2

DRAWINGS AND DOCUMENTATION ......................................................................... 13

5.1 3

CONSTRUCTION DRAWINGS..................................................................................................................13

5.1 4

AS-BUILT DRAWINGS .................................................................................................................................... 14

5.15

CODES AND STANDARDS ........................................................................................14

12

.................................................................................................................... 12

13

6.0

CONTROL & AUTOMATION ..............................................................................1 4

7.0

PRE-COMMISSIONING & TESTING ............................................................................... 1 5

8.0

DRAWINGS AND DOCUMENTATION ............................................................................1 5

8.1

Construction Drawings ...........................................................................................................................1s

8.2

As-Built Drawings............................................................................................................................................. 1s

9.0

CODES AND STANDARDS

9.1

Control & Automation ...................................................................................................................................

9.2

Mechanical Engineering ..................................................................................... o r ! Bookmark not defined

....................................................................................... 1 5 16

9.3 Civil Engineering.........................................................................................................................................16 SP-1 187 .......................................................................................................................................................................... 17 Specification for Application and Selection of Standard Pipe Supports ..................................................... 17 SP-1275 .......................................................................................................................................................................... 17 Specification & criteria for Design of Civil & Building works ........................................................................... 17

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Nirnr Sludge Pit System Upgrade . FEED, DD & Procurement Construction Scope of Work

PAIP00405/SOW1903 Page 4 of 20

Engineering Specification for Road works .......................................................................................................... 17 SP-1 284 .................................................................................................................................................................... 17 Specification for Sign & Sign boards . Standard sign catalogue ................................................................ 17 5.16

ELECTRICAL ENGINEERING Standards and Specifications :......................................................

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Nimr Sludge Pit System Upgrade - FEED, DD & Procurement Construction Scope of Work

1.O


INTRODUCTION

Petroleum Development Oman (PDO - Herein after called as Company) has proposed to construct and upgrade the existing Sludge disposal system at Nimr. The Nimr sludge pits are at about 3.5 km distance from NRPS sludge tank. Transfer of oil from sludge pit to sludge tank at NRPS is by trucks. The number of trucks has recently increased because of the increase in the amount of the oil in the sludge pits due to the increase in the number wells drilled, works over, and tanks cleaning activities. Hence two options studied for better handling of the sludge oil. Option-I is using existing system in which oil will be transferred by trucksltanker however two new pumps to be installed at NRPS instead of existing pump P-48129. Option-2 is installation of two new pumps at sludge pit and approx 3.5 km 6" line from sludge pits to sludge tank. After comparison o f the two options i t is decided b y PDO to go with option 2

The scope is as stated below: T o carry out FEED, Detail Design & Procurement to construct and upgrade the sludge transfer system at NRPS. Construction activity for this project to be carried out b y others.

2.0

EXTENT OF RESPONSIBILITY The Scope o f Work covers construction activities for Civil, Mechanical, Electrical, Pipelines & Instrumentation. Pre-commissioning and Commissioning assistance, in accordance w i t h the enclosed drawings, specifications and requirements laid down in the contract. The Scope o f Work as a minimum, shall include, but i s not limited to the following:

The following sections describe the overall scope only and the actual extent of work shall be as given in the attached demolition and construction drawings. The Contractor shall review the documents and check and confirm with the Company if there are any discrepancies or ambiguities before proceeding with work.

Document Control Index for Process, Civil, Mechanical, Electrical and Control & Automation works are included in Appendix-I. For information and to assist the Contractor, drawings have been referenced throughout this Scope of Work as appropriate to the various areas of work described. While every effort has been made to ensure that these reference listings are complete, it must be realized that the full scope is defined by the attached draw~ngsand not solely those that have been referenced herein the text.

3.0

CIVIL

3.1 General The Contractor's scope of work involves in the following areas: Nimr Sludge pit area

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PAIP00405/SOW/903 Page 6 of 20

Nimr Production station area 0

Off-plot area

Various civil & structural activities involved in the above areas are as follows: Nimr Sludge Pit area

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3.2

Modification / installation of existing fence and new gates Installation of new bench mark & wind sock Fabrication and installation of all structural steel components necessary for pipe supports, Valve operating platforms & cross overs Construction of foundations for pipe supports, sleepers, platforms & Cross overs Construction of RCC drain pits Construction of flange pits and collection pits Construction of spill pit and hard stand for pig launcher Update / preparation of necessary construction drawings based on final Vendor data Necessary Earth work excavation and backfilling for foundations, trenches Necessary checking at site for any discrepancies for the work involved before starting the work Nimr Production Station area Fabrication and installation of all structural steel components necessary for pipe supports, Valve operating platforms & cross overs Construction of foundations for pipe supports, sleepers, platforms & Cross overs Construction of RCC drain pits Construction of flange pits and collection pits Construction of spill pit and hard stand for pig launcher Update 1 preparation of necessary construction drawings based on final Vendor data Necessary Earth work excavation and backfilling for foundations, trenches Necessary checking at site for any discrepancies for the work involved before starting the work Off-plot area Construction of new culverts including earth filling Necessary Earth work excavation and backfilling for foundations Necessary checking at site for any discrepancies for the work involved before starting the work Construction Drawings update

Construction drawings were prepared based without Vendor information. Based on final information, any update or new drawings needs to be prepared, it shall be done by the Contractor. All engineering work shall be done as per PDO SP requirements. 3.3

Structural Steel Works

All structural steel for pipe supports, platforms, ladders & cross over shall be fabricated in fabrication yard. Fabrication shall be done as shown in the construction drawings listed in Appendix. Handrail shall be provided as per drawing for all platforms. For typical grating and hand railing details, refer to drawings listed in Appendix. All pipe supports structural members shall be as per details shown on drawings given in Appendix.

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WorleyParsons - Arab~anlndustr~es(JV)



Prior to fabrication, contractor shall check at site for any discrepancies and make necessary modifications to suite site conditions. All Structural steel fabrication and erection shall be carried out as per SP-1279 Section G. Corrosion protection shall be as specified in SP-1246. 3.4

Concrete Works for pipe supports, platforms, crossovers and sleepers

All foundations for platforms, pipe supports, crossovers and sleepers shall be constructed as per the drawings. For location of foundations and sleepers, refer foundation location plan drawings. If in-situ casting of concrete foundations proves economical, then they can be cast in-situ, however loading of pipes on supports shall be allowed only after the concrete is fully cured. All foundation works shall be protected with protective coating as indicated in the drawings. The protective membrane shall be with Fosroc 'Nitocote PE 135' in 2 coats with glass mat or equivalent on bottom and sides of foundations. The foundations are located within the existing facility. Hence before constructing the foundations, required space & under ground clearance for the foundation at site to be verified by the Construction Contractor. Contractor to check and ascertain under ground cables. All earthing cables, if any, shall be suitably re-routed to install foundations. All earthworks necessary for the installation of foundations and sleepers are deemed to be included in this scope of work. All concrete works shall be carried out strictly in accordance with SP-1279 Section D. All earth works shall be carried out as per SP-1279 Section C. 3.5

Brain Pit Concrete drain pit, flange pit & collection pit shall be constructed as per drawings listed in Appendix. Outside surface of pit shall be protected with 2 coats of Fosroc's 'Nitocote PE 135' with glass mat or equivalent. Suitable manhole cover, for accessing the pit, shall be provided.

Excavation, backfilling & compaction required for construction of pit shall also form a part of this scope.

AH-concrete-works-shall be carried out strictly in accordance with SP-1279 Section D All earth works shall be carried out as per SP-1279 Section C.

3.6

Flange pit and collection pit Flange pit wall shall be constructed with concrete hollow block work and base concrete slab with mesh reinforcement. The collection pit wall shall be constructed with solid concrete block work and base concrete slab. Outside surfaces of pits shall be protected with 2 coats of Fosroc's 'Nitocote PE 135' with glass mat or equivalent. For details, refer drawings listed in Appendix.

3.7

Spill pit and hard strand for Launcher I Receiver The spill pit and hard stand is provided to contain the spillage expected during the pigging operation. Outside surface of pit shall be protected with 2 coats of Fosroc's 'Nitocote PE 135' with glass mat or equivalent. The pit shall be constructed as per the details shown on the drawings listed in Appendix.

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3.8


Culverts In the off-plot area, new concrete culverts are provided to facilitate new pipe crosses the existing road and to protect existing pipelines. Contractor shall verify the existing buried pipeline top elevation, prior to construction. Before starting the construction of culvert, required space & under ground clearance for the foundation at site shall be verified by the Construction Contractor. Due to culvert installation, existing roads shall b e modified as shown in the construction drawings. All concrete works shall be carried out strictly in accordance with SP-1279 Section D. All earth works shall be carried out as per SP-1279 Section C

3.9

Excavation and Backfilling Earthwork required for the construction of foundations, pits and grade slab shall be carried out and blinding concrete laid to level for the construction works. Care shall be taken not to damage any underground pipes and cables. After the completion of foundations including curing, the sides shall be back filled and compacted. All earth works shall be carried out as per SP-1279 section C. Prior to the excavation for foundations, Contractor to check the under ground cables with cable detectors and the same shall be protected during the construction.

4.0

MECHANICAL

4.1

General All the Mechanical work shall be carried out in accordance with the relevant drawings listed under Appendix-I of this document & relevant Company standards such as Shell DEPs, PDO SPs 1 ERDs, standard drawings listed elsewhere in this document The Mechanical 1 piping Scope of Work shall include, but not be limited to the following:

4.2

Piping The Piping Scope of Work shall include, but not be limited to the following: The Demolition and Construction scope of work shall be carried out in accordance with the Piping G.A drawings, Isometric drawings and Tie-in-schedule (Refer under this attached Document control index). The contractor shall ensure that the following activities carried out during the work: a) Piping spool fabrication shall be started only after field verification of actual dimensions with the isometrics and piping General Arrangement drawings provided and checking site conditions. b) Piping material to be re-used shall be identified and shifted to the contractor store. c) The contractor shall complete testing, coating and painting of piping spools and keep ready with proper identification1 mark up for erection at the time of shut down. d) Ensure the positive isolation I Blinding of the process piping before and after demolition of piping. e) Locations of supports are to be as per piping General Arrangement drawings provided. The mechanical work shall include, but not be limited to, the following: Demolition of existing piping, wherever specified




Pre-fabrication and Installation of piping. 0

Non-destructive testing of piping Coating and Painting Flushing and hydrostatic testing Bolting and torquing

For all the specifications, codes and standards indicated in this section, latest editions shall be followed. For all the drawings, latest revisions of NlMR Production station (NRPS), Piping demolition drawings, GA drawings and Isometric drawings shall be followed. 4.3

Pre-Fabrication and Installation of Piping The Contractor's scope of work includes the following activities of on-plot piping inside NlMR Production Station ( NRPS) that needs to be carried out during Shut down.

* 0

Pre-Fabrication and supply in accordance with the drawings listed in Document Control Index attached with Appendix-I and standards listed in Section 11. Testing of the spools. Installation of spools as indicated in the above drawings. Provision of temporary supports, if any applicable for Long Spools or Short spools shall be provided wherever necessary.

4.4

Tie-in schedule Tie-in of the existing lines and the new flanged spool pipes shall be done as per drawings PEFS, Construction piping Plans, Isometric drawings and tie-in schedule.

4.5

Non Destructive Testing of Piping Prefabrication, welding and NDT of spools shall be carried out in accordance with PDO SP1 173 and SP-1176. Non-destructive examination shall be carried out in accordance with SP-1176.

4.6

Coating & Painting of Piping External Painting and internal coating shall be carried out in accordance with SP-1246 (part 1 to part 5).

4.7

Bolt Torquing and tensioning Bolt torquing and tensioning shall be carried out in accordance with SP-2020. When the bolt tightening procedure is completed, to prevent corrosion a liberal coating of grease should be applied to the nuts up to the back of the flange, and to the stud ends protruding from the nuts. Bolt Tension Certificate (Appendix 8) to be prepared and included in final test pack.

4.8

Flushing & Hydro Testing of Piping The Design Pressure of the piping scope of work is 9550 Kpa (g) at 82°C. The Design Temperature is 5°C (Lower) and 60°C (Upper). Hydro testing of the piping shall be carried out in accordance with SP-2051. After Flushing, a preliminary leak testing (NitrogenIPneumatic) shall be carried out at a very low pressure (less than 200 kPa) for gross leak identification prior to a hydrostatic test in accordance with Section 5.2.5 of SP-2051, if required. All piping shall be pressure tested in accordance with SP-2051, Section 5.0, to the pressure indicated on the isometric.

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PA1P00405lSOWl903 Page 10 of 20

All equipment, consumables and fittings required for flushing and testing, including test medium shall be supplied by the Contractor. At the end of hydro testing, the Contractor shall make sure that the new pipe work is free of water and the water is disposed in a n environmentally friendly way without spillage. The Contractor shall supply temporary gaskets for testing the piping. High point vents and low point drains are already shown in the isometric drawings. However the Contractor shall review the same and if any additional vents and drains are required based on the Contractor's testing program, they shall be included in the Contractor's scope, including the supply of required material. The quality of test water shall be in accordance with Appendix A of SP-2051. The Company's approval will be required for using any other test medium.

4.9

Leak Testing A Nitrogen leak test shall be carried out at a design pressure followed with Bubble test, in accordance with SP-2051.

5.0

ELECTRICAL

5.1

GENERAL

Electrical scope of work includes the following activities in accordance with the details indicated in the drawings. All materials required to complete the work as indicated in MTO shall be supplied by WPAI. However the materials which are not identified specifically but required for satisfactory completion of these activities are deemed to be included in the scope. e

Provide power supply to LV Distribution board G-6951 located in sludge pit area. Provide power supply to new sludge oil Transfer pump P-48357148358, 48359148360 and flow meters. Provide lighting and small power requirement for the new pump shed etc. Provide power supply to flood lights.

e

LV Cable laying & terminations Earthing and bonding system of the entire new installations.

Contractor shall take necessary precautions while carrying out the construction, since the new equipment are to be installed in the existing 'live' facilities. Contactor should follow the permit to work ( P W ) system. Competent Electrical Person (CEP) & Senior Authorised Electrical Person (SAEP) should be made available by the contractor. 5.2

EQUIPMENT INSTALLATION: e

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Installation, testing & Pre-commissioning of the following ,company procured equipment to feed power supply to LV distribution board ,sludge transfer pump and dosing pump (The contractor shall provide installation materials required for the new equipment). Installation of 41 5V Junction box 48-JB-001, Refer drg. NIM-4-6411-001. o

o

41 5V LV Distribution Board. Refer drg. NIM-4-6411-001

o

Sludge oil Transfer pump motors P-48357148358, Oxygen scavenger dosing pump P48359148360, Refer drg. NIM-4-6411-001& NIM-4-6416-003.

o

Installation of flood light poles. Refer drg. NIM-4-6416-003 & NIM-4-6412-001 DQ



5.3

PA1P00405/SOW1903 Page 11 of 20

CABLE LAYING & TERMINATIONS

Laying & Termination of LV power & control cables through underground cable trenches between existing feeder pillar substation MDB-1 & New LV distribution board as detailed in cable trench layout & section drawings NIM-4-6416-001, NIM-4-6416-002 & NIM-4-6416-003. Refer civil construction scope of work for excavation & back filling of cable trenches. The materials required for cable installation in the underground trench shall be supplied and installed in accordance with the Company standard drawings. Existing cable route shall be identified and pipe sleeves at road crossings for the new cables shall be provided. Cable rising from underground trench to the panels shall be installed by providing required cable support. These cables shall be protected by PVC pipes. The terminations shall be carried out with cable termination kits, reference shall be made to the equipment terminal details in the equipment vendor drawings for the requirement of lugs. Contractor shall check the drum length of the cables and supply if any cable joint required for the new cables. Cable loop shall be provided at the cable straight through joint (5m loop). Loop shall be provided within the trench. Concrete cable markers shall be supplied & installed by contractor along with the cable trenches in accordance with PDO standard drawing STD-4-0106-001. The complete approval procedure for cable jointers and terminators used on this project including all testing and certification shall be in accordance with the Company standards and procedures as per specification SP-1099. Contractor shall follow cable route & section drawings for identification of no. of cables running through each section of the cable trenches. Laying and termination of cables include the following:

LV cables from LV switchboard MDB-1, located in the existing feeder pillar Substation-5 to new LV distribution board G-6951. Refer NIM-4-6411-001. LV cables from LV distribution board G-6951 to Sludge oil Transfer pump motors P48357148358, Oxygen scavenger dosing pump P-48359148360, Refer drg. NIM-4-6411-001& NIM-4-64 16-003. a

LV cables from LV distribution board G-6951 to pump shed lighting, pump shed socket outlet for auxiliary. Laying of 4CxlOsq.mm. XLPEISWNPVC cable for flood lighting through underground cable trench between LV distribution board G-6951 to lighting junction boxes and further cabling to fixtures Refer drg.NIM-4-6416-003 & NIM-4-6412-001 DQ The cables shall be laid directly buried in the underground trench as indicated in cable routinglcable trenchlcable tray layout drawings. Refer cable schedule drawing no. NIM-4-6413-001-DQ for LV Power cable terminations and for control cable terminations refer control wiring diagrams NIM-4-6420-001-DQ & NIM-4-6421001-DQ. Contractor shall provide additional wiring within the panels as indicated in the interconnection drawings to carryout minor wiring modification required for the project.

5.4

EARTHING Earthing and bonding system of the entire new installations including supply and installation of new earth pit, earth busbar, interconnection of new equipment with earth grid, new earthing ring, interconnection of new earthing ring with existing earth grid, etc. as per company std drawings and as detailed in earthing layout drawings NIM-4-6418-001-DQ.The contractor shall refer the equipment vendor drawings while terminating the earthing conductors. The scope also includes earthing of supporting steel structures at various locations as per PDO Specification SP-1109. The contractor shall supply all the necessary hardware required for the earthing installation.

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PA1P00405lSOW1903 Page 12 of 20

Where the screens of the cables are used for earthing, these shall be sleeved with greenlyellow PVC sleeves, the supply of the same and other earthing accessories which are not listed in the MTO is included in the contractor's scope.

5.5

LV SWITCHBOARD COMPONENTS Existing spare feeders available in the LV switchboard MDB-1 shall be used to provide power supply for the new LV distribution board. The contractor shall install Loose electrical components (supplied as project materials) in the existing spare feeder of LV switchboards with required name plate tags as indicated in the single line diagrams and subsequently testing of the complete draw out shall be carried out.

5.6

WINPCS WinPCS package is prepared for this project. Contractor shall include for completion of data required for WinPCS, under their scope of work. Contractor to comply with PDO Procedure PR-1169 Initial Start Up Procedure, where relevant to the scope of work, the key elements as highlighted below, but not limited to the following:Windows based Project Completion and Certification System, i.e. WinPCS, is mandatory for all PDO construction/commissioning contracts. As such, it is to be used also for this project. WinPCS is used to control and monitor the mechanical completion, pre-commissioning, commissioning and hand-over of this project against the components introduced (or modified) in the design phase by the Design Consultant. It improves and maintains the quality, consistency and completeness of construction, precommissioning and commissioning. It also facilitates consistent progress monitoring and reporting from construction to commissioning, and provides a tool for the communication and management of engineering queries and punch-list items. Implementation of this WinPCS shall be in line with PR1561 WinPCS Procedure. Each componenvitem is assigned the required, WinPCS generated, mechanical completion and commission check sheets is issued to construction contractor as separate document.

Commissioning plan which follows the Index in Appendix 1 of PR-1169, with the necessary input from production support team and site commissioning engineer, is issued separately. Prior to start of construction, the Project Engineer shall coordinate the refinement of the commissioning plan to include step-by-step commissioning procedures. Each componentlitem identified shall be installed and commissioned as per the relevant PDOIproject standards and specifications and verified against the applicable WinPCS check sheets. Throughout the construction, pre-commissioning and commissioning phases, WinPCS check-sheets shall be completed at site by the construction contractor and/or commissioning engineer, as applicable, and their status shall be entered regularly (at most weekly) into the system by the Contractor's WinPCS coordinator to enable actual progress to be monitored. A structured and sequential handover from each phase to the next , using WinPCS generated checksheets and handover certificates, in line with Section 2.4 of PR-1169, shall be carried out as follows:Prior to Pre-commissioning activities the Construction Co-ordinator with the discipline engineers should ensure that the construction check sheets and construction handover certificates have all been completed and their status updated in the WinPCS database by the Contractor. Prior to Commissioning activities commencing, the Commissioning Engineer with the discipline engineers should ensure that the pre-commissioning check sheets and handover certificates have all been completed and their status updated in the WinPCS database by the Contractor. Prior to system handover to operations, the Commissioning Engineer shall coordinate with both the Construction Coordinator and Project Engineer to ensure that the system acceptance certificate and associated system exception list are compiled and signed by Delivery Team Leader. Construction, commissioning and final handover certificates will be generated through WinPCS and will be available from the WinPCS coordinator/construction supervisor/commissioning engineer on completion/acceptance of all 'A' punch list items and the required WinPCS check sheets. Punch or exception list items fall into two categories, as follows:-

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PA1P00405/SOW/903 Page 13 of 20

A category : ltems that must be completed before handover can proceed B category: ltems that will not affect the safe progression of commissioning activities but shall be completed before Full Acceptance

5.7

PRE-COMMISSIONING & TESTING The contractor's scope includes testing, pre-commissioning and assistance during commissioning for the modified plant sections. The contractor shall test and pre-commission the complete installation in accordance with the requirements of Company Specifications. The contractor shall be responsible for maintaining complete documentation of all tests carried out and these shall be submitted to the Company upon completion of pre-commissioning activities. The Company Site Representative shall approve the format for the test packages. The contractor shall ensure that all the work carried out by him is free from defects. The contractor shall rectify any defects found during testing and commissioning immediately.

5.8

TIE-IN AND SHUTDOWN REQUIREMENTS The construction contractor shall followlmaintain his schedule in accordance with the planned shutdown of the facilities. The contractor shall liaise with Company construction supervisor for shutdown requirement. The contractor shall submit a detailed constructionldemolition procedure to Company Site Representative for approval from Company 'Operations' Group.

5.9

MATERIALS

5.10

PROJECT MATERIALS

WPAl procured materials as per the drawing control index NIM-1-2635-400-DQ, Appendix-I Other materials which are not listed above but are required for the completion of the Work in accordance with the specifications and drawings (inclusive of consumable) are to be procured separately by site intend as per the contract norms. All materials shall be in accordance with the Company standards and specifications. Where material in accordance with Company standards and specifications is not available, the contractor shall propose equivalent alternatives for Company approval. 5.1 1

REMOVED MATERIALS

Atl the removed materials shall remain the property of the Company and the contractor shall not use these materials under any circumstances The contractor shall remove, load and transport the redundant materials, from the work site to Company designated stores in accordance with the instructions of the Company Site Representative.

5.12

DRAWINGS AND DOCUMENTATION

5.1 3

CONSTRUCTION DRAWINGS The Work shall be carried out in accordance with referred standard drawings and the construction drawings listed under Document Control Index as Appendix-I. This includes vendor packages listed separately as Appendix-2. Any detail of work not indicated in the drawings but obviously necessary for a good and proper workman-like construction shall be deemed to be part of the Work and as such shall b e included in the contractor's Scope of work. The contractor shall notify the Contractor of such discrepancies or any other ambiguity, prior to the start of fabricationlconstruction to allow the Contractor to detail and specify requirements.

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PA1P00405/SOW/903 Page 14 of 20

5.14

AS-BUILT DRAWINGS The contractor Scope of Work includes provision to the Contractor of two sets of marked up "As-Built" prints. These prints shall be submitted for Company approval one week after the completion date. Any subsequent modifications shall be marked separately.

5.15

CODES AND STANDARDS The contractor shall execute the work in accordance with Company codes and standards. The order of precedence shall be as follows: 0

Decrees and Laws of the Sultanate of Oman Specifications (SPs) SlPM Design and Engineering Practices (DEPs)

o

International Standards

a

Vendor Procedures

Where conflicts arise within codes and standards, the contractor shall seek a ruling from the Company through the Company Site Representative. No deviation from codes and standards will be permitted without prior written approval from the Company. The Codes and Standards listed below are deemed to be the most relevant

6.0

CONTROL & AUTOMATION The Instrumentation scope of work includes installation, calibration, testing, loop checking and pre-commissioning of complete instrumentation system as required for the completion of On-Plot Header Replacement Project.

The Scope of Work covers construction activities for Control & Automation works in accordance with the approved drawings, specifications and requirements laid down in the EM contract C3110606. The Scope of Work as a minimum, shall include, but is not limited to the following: 0

Calibration, Fabrication & Instrument installation.

o

Field Multicore and Branch Cable Laying Continuity & Loop Check Supply of all equipment, tools and tackles for fabrication and construction

0

All C&A works in the Control Room as per requirements of this project based on the Approved for Construction Drawingsldocuments.

o

Preparation of as-built (red line) mark-ups.

0

Loop Check Support

0

Commissioning Assistance

The following sections describe the overall scope only and the actual extent of work shall be as per the construction drawings listed in document control index attached as Appendix-I. Document Control lndex (DCI) or Master Document lndex (MDI) for C&A works is Included In thls document for reference as Appendlx 1 and the MTO for reference IS attached as Append~x-ll DCI IS a

PAI/FTIOO~O/O

Worieyparsons - Arab~anlndustr~es(JV)


PA1P00405/SOW/903 Page 15 of 20

dynamic list and is subject to change. All construction drawing are issued to site for construction. Revision numbers, wherever shown, against Drawings and documents in this document need not be the latest. Refer Latest Revisions of drawings and documents and DCI. While executing, in case of any doubt, technical queries shall be raised to coast engineering department.

7.0

PRE-COMMISSIONING & TESTING The Contractor's scope includes testing, pre-commissioning and assistance during commissioning for the modified plant sections. The Contractor shall test and pre-commission the complete installation in accordance with the requirements of Company Specifications SP-2051 and DEP 62.10.08.11, Nov 03 (Inspection & Functional testing of Instrument) The Contractor shall be responsible for maintaining complete documentation of all tests carried out and these shall be submitted to the Company upon completion of precommissioning activities. The Company Site Representative shall approve the format for the test packages. The Contractor shall ensure that all the work carried out by him is free from defects Contractor shall rectify any defects found during testing and commissioning immediately.

8.0

DRAWINGS AND DOCUMENTATION

8.1

Construction Drawings The Work shall be carried out in accordance with referred standard drawings and the construction drawings listed under Document Control Index as Appendix-I. Any detail of work not indicated in the drawings but obviously necessary for a good and proper workman-like construction shall be deemed to be part of the Work and as such shall be included in the Contractor's Scope of work. The Contractor shall notify the Company of such discrepancies or any other ambiguity, prior to the start of fabrication/construction to allow the Company to detail and specify requirements.

8.2

As-Built Drawings The Contractor Scope of Work includes provision to the Company of two sets of marked up "As-Built" prints. These prints shall be submitted for Company approval one week after the completion date before commissioning. Any subsequent modifications shall be marked separately. All the As-built drawings shall be Auto CAD & submitted as per company procedure. WinPcs update shall be done on daily basis during precommissioning and commissioning.

9.0

CODES AND STANDARDS The Contractor shall execute the work in accordance with Company codes and standards The order of precedence shall be as follows: Decrees and Laws of the Sultanate of Oman PDO Engineering Reference Documents (ERDs), Specifications (SPs) SlPM Design and Engineering Practices (DEPs). International Standards. e

Vendor Procedures.

Where conflicts arise within codes and standards, the Contractor shall seek a ruling from the Company through the Company Site Representative. No deviation from codes and standards will be permitted without prior written approval from the Company.

PAIIFTIOOIOIO

WorleyParsons

- Arabian

Industries (JV)


PA1P00405/SOW1903 Page 16 of 20

The Codes and Standards listed below are deemed to be the most relevant for respective disciplines.

9.1

9.2

Control & Automation DEP62.10.08.11 GEN

Inspection & Functional Testing of Instruments

DEP62.37.10.12 GEN

Instrument Installation Procedure.

DEP32.37.00.33 PDO

Mounting Of Plant Instruments.

Mechanical Enqineerinq: Construction specification for Oil, Gas and utility Facilities PDO-ERD-26-02 ERD-43-15 (Nov '98 Specification of Polyethylene Liners in Carbon Steel Flow lines and Pipelines. SP-1166

Specification For Identification Of On-Plot Pipe Work.

SP-1171

Specification for Quality Assurance of Design, Construction and Engineering Works.

SP-1173

Specification for welding of on-plot (Amendments/Supplements to ASME B31.3)

SP-1176

Non Destructive Examination (Amendments / Supplements to ASME BPV Section V).

SP-1187

Application and Selection of Standard Pipe Supports

SP-1239

Specification for Lifting Equipment and Lifting Operations.

CRA

pipe

work

Specification for Painting and coating for Oil & Gas Production SP - 1246 ( Part 1 to 5 ) facilities SP-2020

Specification for Flange connections: Bolt Torquing and Tensioning.

SP-2051

Specification for flushing, pressure testing, pickling, sensitive leak testing of mechanical equipment & Piping.

PR-1272

Standard welding procedure qualification records for on-plot pipe work.

DEP 31.38.01.31

Shop and Field Fabrication of Piping.

DEP 31.38.01.15

Piping Classes - Exploration and Production

9.3

Civil Engineering

I PDO STANDARDS I

GU-628

GU-629 GU-631

I Guide to civil & Buildinas standard drawinas Guidelines for Application and Selection of Standard Pipe Supports Guide line for Sunshade - Spec, Design requirement & Std. dwgs.


1


PA1P00405lSOW1903 Page 17 of 20 - -

SP-1187

Specification for Application and Select~onof Standard Pipe Supports

/

Specification & criteria for Desiqn of Civil & Building works

1

Engineering Specification for Road works

Specification for Siqn & Sign boards - Standard siqn catalogue Specification for Civil & Building Construction- Excavation & SP-1297 Earthworks SHELL GROUP STANDARDS DEP Structural Design & Engineering 34.00.01.30 Road paving, surfacing, slope protection & Fencing DEP 34.13.20.31 Reinforced Concrete Structures DEP 34.1 9.20.31 DEP Steel Structures 34.28.00.31 INTERNATIONAL CODES & STANDARDS BS 5950 Structural Use of Steel Work in Building BS 8110 Structural Use of Concrete SP-1284

/

I

ELECTRICAL ENGINEERING Standards and Specifications :

PDO-SP-1099 PDO-SP-1103 PDO-SP-1104 PDO-SP-1105 PDO-SP-1107 PDO-SP-1108 PDO-SP-1109 PDO-SP-1100 PDO-SP-1 171 DEP-33.64.10.10

Electrical Installation Practice Electrical Engineering Guidelines AmendslSupplement to DEP 33.64.1 0.10 Electrical Safety Rules Electrical Standard Drawings list Electrical Protection systems Electrical Safety Operation Procedures Specification for Earthing and bonding. Specification for Testing & Commissioning of Electrical Equipment Specification for Quality assurance of Design, Construction and Engineering works Electrical Engineering Guidelines DEP 63.10.08.11 Field Commissioning & Maintenance of Electrical Installations & Equipment.

PAI~FTIOO~OIO

WorleyParsons

- Arabian

lndustr~es(JV)


PA1P00405/SOW/903 Page 18 of 20

APPENDIX - 1 DOCUMENT CONTROL INDEX

2

NIM-5-4737-DQ

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29

NIM-5-4738-DQ NIM-5-4739-DQ NIM-5-4740-00 1-DQ NIM-5-4741-001-DQ NIM-5-4742-DQ NIM-5-4743-DQ NIM-5-4744-DQ NIM-5-4745-001 -DQ NIM-5-5001-001-DQ NIM-5-5005-001 NIM-5-5005-002 NIM-5-5005-007 NIM-5-5014-001-DQ NIM-5-5015-001-DQ NIM-5-5016-001 -DQ NIM-5-5016-002-DQ NIM-5-5043-DQ NIM-5-5044-DQ NIM-5-5047-001-DQ NIM-5-5065-DQ NIM-5-5271-DQ NIM-5-5588-DQ NIM-5-5589-DQ NIM-5-5591-DQ NIM-5-5594-DQ NIM-5-5596-DQ NIM-5-6079-DQ

MTO for Installation Items lnstrument Impulse lines & Electropneumatic Hookup. Instrument Name Plate Instrument Location Layout Trenches of Instrument Cables ICTD Junction Box Instrument Eng. Data Sheets Trip & Alarm Settings Instrument loop Diagram Trenches of Instrument Cables Cause & Effect Diagrams Cause & Effect Diagrams Cause & Effect Diagrams Instrument Location Layout Instrument Location Layout Instrument Location Layout Instrument Location Layout ICTD Junction Box Inst. Cable Schedule Control Room Equipment Layout Trip & Alarm Settings Instrument Eng. Data Sheets SGS Functional Logic Diagram ICTD Signal Distrubution Cabinet ICTD System Cable DCS loop Diagram SGS loop Diagram DCS Functional Logic Diagram

WorleyParsons

-

Arabian Industries (JV)

A A A A A A A A 0 A B A A A A A A A A A A A 0 A A A A 0

Nimr Sludge Pit System Upgrade - FEED, DD & Procurement Construction Scope of Work 30 31

NIM-5-6531-DQ PAIP0040511015001

PAIP00405lSOW1903 Page 19 of 20

Functional Logic Diagram-Sludge Pit Instrument I10 List

41 5V SLD main distribution board,MDB-I SLD OF MDB-1 Cable layout and DB location 415V SLD PDB Schematic lighting diagram LV Cable schedule cover sheet LV Cable schedule Index sheet LV Cable schedule Overall cable route layout Cable route layout at sludge pit area Overall cable trench layout Cable trench layout SWTP Cable trench layout at sludge pit area Cable trench layout sections Earthing layout at sludge pit area Electrical control diagram LV motor above 5.5Kw. Electrical control diagram LV motor below 5.5Kw. Electrical bulk MTO

PAIIFTIOO~O/O


Nirnr Sludge Pit System Upgrade - FEED, DD & Procurement Construction Scope of Work

PA1P00405/SOW/903 Page 20 of 20

APPENDIX - 2 MATERIALS LIST

~~I1FT1001010

WorleyParsons

- Arab~anlndustrles

(JV)

PAIP00405- Nimr Sludge Pit Up gradation

MTO- Electrical

Project Number: PAIP00405 WBS Number: NIM.IN.09.011

Project Title: Nimr Sludge Pit System Upgrade Disc:Electrical MTO Rev # :A

WorleyParsons Arabian Industries JV Material Take Off

approval shall be taken from Design Engineer prior to bidding, order placement and manufacturing. Serial Number

SAP #

Type

MESC #

WPAI Spec #

Description

AVME #

Power DB

UOM

Quantity

Rev #

Each

1

Rev. A

PAIP00405/RQ/401

500mtslDrum size

Cable: LV

1000047762

68.44.14.459.1

4.15.1

LV Cable: 4Cx240 sq.mm, 60011000V, XLPEISWNPVC Copper cable

Metre

1800

Rev. A

2

Cable: LV

1000395309

--

4.1 5.1

LV Cable: 4Cx50 sq.mm, 60011OOOV, XLPEISWNPVC Copper cable

Metre

50

Rev. A

3

Cable: LV

1000047742

68.44.14.331 .I

4.1 5.1

LV Cable: 3Cx16 sq.mm, 600/1000V, XLPEISWNPVC Copper cable

Metre

350

Rev. A

4

Cable: LV

1000047741

68.44.14.309.1

4.15.1

LV Cable: 3Cx10 sq.mm, 600/1000V, XLPEISWNPVC Copper cable

Metre

1400

Rev. A

5

Cable: LV

1000047740

68.44.14.307.1

4.1 5.1


Metre

150

Rev. A

6

Cable: LV

1000395303

--

4.15.1

LV Cable: 2Cx10 sq.mm, 60011000V, Flexible PVC Copper cable

Metre

50

Rev. A

7

Cable: LV

1000047735

68.44.14.201.9

4.15.1


Metre

300

Rev. A

8

Cable: LV

1000047763

68.44.14.703.1

4.15.1

LV Cable: 7Cx2.5 sq.mm, 600/1000V, XLPEISWNPVC Copper cable

Metre

600

Rev. A

9

Cable: LV

1000047751

68.44.14.403.1

4.15.1

LV Cable: 4Cx2.5 sq.mm, 60011000V, XLPEISWNPVC Copper cable

Metre

300

Rev. A

10

Cable: LV

1000047738

68.44.14.303.1

4.15.1

LV Cable: 3Cx2.5 sq.mm, 60011000V, XLPEISWNPVC Copper cable

Metre

100

Rev. A

Each

8

Rev. A

Cable Jointing Kit suitable for 4Cx240 sq.mm, 60011OOOV, XLPEISWNPVC Copper cable ~~~~~~~ Cable Joint

--

1000754004

4.16.1

--

-

-

12

Cable Gland

1000048326

68.80.58.744.1

4.16.5

Cable Gland suitable for 4CX240 sq.mm Cable (M75)

Each

3

Rev. A

13

Cable Gland

1000048322

68.80.58.736.1

4.16.5

Cable Gland suitable for 4Cx50 sq.mm Cable (M32)

Each

3

Rev. A

14

Cable Gland

1000048321

68.80.58.734.1

4.16.5

Cable Gland suitable for 3Cx16 sq.rnrn Cable (M25)

Each

6

Rev. A

15

Cable Gland

1000048321

68.80.58.734.1

4.16.5

Cable Gland suitable for 3Cx10 sq.nim Cable (M25)

Each

20

Rev. A

16

Cable Gland

1000048320

68.80.58.732.1

4.16.5


Each

10

Rev. A

17

Cable Gland

1000048320

68.80.58.732.1

4.16.5


Each

4

Rev. A

18

Cable Gland

1000048320

68.80.58.732.1

4.16.5


Each

6

Rev. A

19

Cable Gland

1000048320

68.80.58.732.1

4.16.5

Cable Gland suitable for 7Cx2.5 sq.mm Cable (M20)

Each

10

Rev. A

20

Cable Gland

1000048320

68.80.58.732.1

4.16.5


Each

20

Rev. A

_

_

_

_

_

_

_

_

_

Cable shall be supplied in two lengths (700 mts) olny.

p p p p p

21

Cable Gland

1000048320

68.80.58.732.1

4.16.5


Each

40

Rev. A

22

Lock Nut

1000048282

68.80.58.090.9

4.16.5

Lock Nut suitable for M75 Gland

Each

3

Rev. A

23

Lock Nut

1000048278

68.80.58.076.9

4.16.5


Each

3

Rev. A

24

Lock Nut

1000048277

68.80.58.072.9

4.16.5


Each

26

Rev. A

25

Lock Nut

1000048276

68.80.58.068.9

4.16.5


Each

90

Rev. A

Page I15.

Remarks

415V, 125A, 3Ph+N, 50Hz, 10kA for 1 Sec. Outdoor Distribution Board

1

11

Additional Qty. to be Procured

Prepared by ..............

Checked by.............. Approved by

.. . . . . . . . . .

,

Project Number: PAIP00405 WBS Number: NIM.IN.09.011 Serial Number

Type

SAP #

MESC #

26

PVC Shroud

1000048262

68.80.56.924.9

4.16.5

27

PVC Shroud

1000048258

68 80.56.916.9

4.16.5

PVC Shroud

Project Title: Nimr Sludge Pit System Upgrade

WorleyParsons Arabian Industries JV Material Take Off WPAl Spec #

Disc:Electrical MTO R e d :A UOM

Total Quantity

Rev #

PVC Shroud type-F suitable for M75 Gland

Each

3

Rev. A

PVC Shroud type-C suitable for M32 Gland

Each

3

Rev. A

AVME #

Description

PVC Shroud type-B suitable for M25 Gland

I

Each

1

1

26

Rev. A

Additional Qty. t o be Procured

1

Remarks

I

I -

PVC Shroud

PVC Shroud type-A suitable for M20 Gland

Each

Rev. A

90

I

30

1

33

1

I

1

Earth Tag

Earth Tag suitable for M75 Gland

Earth Tag


Each

3

Rev. A

Earth Tag


Each

26

Rev. A

Earth Tag


Each

90

Rev. A

t;kt----Cable Lug

Cable Lug suitable for 240 sq,mm Cable

Cable Lug


Cable Lug


I

Each

Each

1

Each

I

Each

3

10

r

~

1

10

1

20

i

.

Rev. A

1

Rev. A

37

1

Cable Lug


Each

100

Rev. A

1

38

1

Cable Lug


Each

40

Rev. A

Cable Lug

Cable Lug suitable for 2.5 sq,mm Cable

Each

150

Rev. A

Cable Acces.

Electrical Insulation Tape Yellow, 6 MetreIRoll

Roll

20

Rev. A

Pin type terminal blocks & Ferrules

Pkt

AIR

Rev. A

Each

2700

Rev. A

41

1

Cable Acces.

1

42

1

Trench

Underground Cable Tiles size 1OOOrrim x 240mm x 6mm thick

Trench

Underground Warning Tape 150mm width, 365mtslRoll

Trench

Plain Lead Strip Underground Cable N o s 19mm x l 6 m m x 300rnm Long, 11 MetrelRoll

Page 2 I5

I

I

l

1

I

I

1

I

II

Rev. A

1

1

A

Metre

1

2700

1

Rev. A

1

I

Roll

1

10

1

Rev. A

I

I

Prepared by ..............

Checked by ..............Approved by

,


I

I


I

I

I

I

I

Description

MESC #

Project Title: Nimr Sludge Pit System Upgrade Disc:Electrical I I I :A

I

"OM

Quantity

I

I

Rev. A

1 1

I I

I I

Rev. A

1

I

I

~

J

I I

I I

I

I

-

-

4.20.5

20x20 Unistrut G.I. Slot Type 1 12 Metre Length

Each

NR

Rev. A

58

Other

--

--

4.20.5

M6x30 Bolt (Bolt Head Half Round)

Each

NR

Rev. A

59

Other

--

--

4.20.5

M6 Spring Nut

NR

Rev. A

60

Other

--

--

4.20.5

M25 PVC Gland

1000047626

68.14.07.382.1

62

Earthing

1000047627

68.14.07.392.1

1Cx70 sq.mm YIG Earth Cable

63

Earthing

1000048060

68.78.90.426.1

Branch Connector suitable for 70170 sq.mm

1 I

64

Earthing

1000048059

68.78.90.422.1

Branch Connector suitable for 70125 sa.mm

I

65

Earthing

1000780669

--

66

1

Earthing

1

1000780666

1

--

1Cx25 sq.mm YIG Earth Cable

Earthing Terminal Lugs 1Cx70 sq.mm Cable (YIG)

1

Earthing

1000047994

68.77.02.126.9

Earth Boss

68

Earthing

1000048555

68.85.12.419.1

Electrical Insulation Tape Yellow, 6 MetrelRoll

200

Metre

Each

1 1

Each

1

Metre

I

Each

1

I I I

Each Roll

Rev. A

10

1 1

20

1

2800

10

Rev. A

1

20

Each

Earthing Terminal Lugs 1Cx25 sq.mrn Cable (YIG)

67

Rev. A

NR I

Earthing

1 1

20 2

I

1

I

--

61

Remarks I

Other

Each


I

57

4.17.1

I

Rev#

I

I

1

I

e

7

Rev. A

1 1

1 1

Rev. A Rev. A

I

I

I

STEEL EARTH PIT AS PER DRG, (STD-4-0310-001-4-F) 69

Earthing

1000048666

68.89.20.148.9

70

Earthing

1000707169

71

Earthing

1000707154

Earth Inspection Pit, Steel housing & Cover

Each

8

Rev. A

--

Extensible earth rod,Dia 15mm x LG 1220mm

Each

104

Rev. A

--

Coupling screw,p-bz outer thread for 15mm

Each

96

Rev. A

.

72

Earthing

1000707153

--

Steel driving cap,hardened ,allow

Each

8

Rev. A

Tips, Hardened steel for 15mm driving tip

Each

8

Rev. A

73

Earthing

1000707170

--

74

Earthing

1000047990

68.77.02.078.1

70 sq.mm two way through clamp

Each

8

Rev. A

75

Earthing

1000048060

68.78.90.426.1

Branch connector 70170 sq.mm

Each

8

Rev. A

76

Earthing

1000047627

68.14.07.392.1

l C x 70 sq.mm YIG Cable

Metre

120

Rev. A

77

Earthing

--

--

Marconite

I

Pocket

1

80

1

Rev. A

-1

EARTHING BUSBAR AS PER DRG, (STD-4-0303-001-4-D)

1

78

Earthing

1000045040

67.28.36.1 88.1

950mm x 50mm x 10mm thick copper bar

Each

3

Rev. A

79

Earthing

1000062976

81.26.25.112.1

M 10 X 100mrn Long rawlbolt or equal

Each

6

Rev. A

M I 0 x 40mm Lonq brass nut and bolt

Each

60

Rev. A

80

1

Earthing

1

1000062970

1

81.04.62.188.1

1

81

Earthing

--

81.78.06.160.1

4.17.1

M 10 Brass washer

82

Earthing

1000524103

74.13.08.026.1

4.17.1

25mm Dia galvanised line pipe

83

Earthing

1000780666

--

4.17.1

Cable Lugs 1Cx25 sq.mm Cable (YIG)

84

Earthing

1000780669

--

4.17.1

Cable Lugs 1Cx70 sq.mm Cable (YIG)

I

I

Each

1

Each Each

1

1.5

Metre

I I

60

1 1

60 6

Rev. A-[ Rev. A

1 1

Rev. A Rev. A

1 1

EARTHING DETAILS GATE & FENCE AS PER DRG, (STD-4-0306-001-4-D) 85

Earthing

1000069880

68.01.23.052.9

4.17.1

Flexible Braid Jumper Burndy Type BG-12

Each

16

Rev. A

86

Earthing

1000047993

68.77.02.106.9

4.17.1

Burndy Type GK 1826 earth clamp

Each

8

Rev. A

87

Earthing

1000973324

74.86.05.215.1

4.17.1

25mm Heavy gauge PVC Pipe

Metre

4

Rev. A

88

Earthing

1000049087

70.32.65.025.1

4.17.1

25mm Saddle

Each

8

Rev. A

89

Earthing

1000048059

68.78.90.422.1

4.17.1

70125 sq.mm branch connector

Each

8

Rev. A

Page 3 I5.

Prepared by ..............

Checked by ..............Approved by


,

I

I

I I

Serial Number

I I

Type

I

I

snptl



Disc:Electrical :A

I

MEsc #

wPAl Spec #

Description

AVME #

-

11 cx25sq.mm YIG Earth cable

UOM

I

1

1

90

Earthing

1000047626

68.14.07.382.1

4.17.1

91

Earthing

1000047994

68.77.02.126.9

4.17.1

Earth Boss

Each

16

Rev, A

92

Earthing

1000063796

81.41.17.018.1

4.17.1

M I 0 Carbon Steel Nut

Each

16

Rev. A

Metre

24

EARTHING DETAILS FENCE POST AS PER DRG, (STD-4-0308-001-4-D)

Rev. A

Earthing

1000973325

68.77.02.106.1

4.17.1


Each

50

Rev. A

94

Earthing

1000973324

74.86.05.215.1

4.17.1

25mm Heavy Gauge PVC Pipe

Each

25

Rev. A

95

Earthing

1000048059

68.78.90.422.1

4.17.1

70125 sq.mm branch connector

Metre

50

Rev. A

96

Earthing

1000049087

70.32.65.025.1

4.17.1

25mm Saddle

Each

50

Rev. A

97

Earthing

1000047626

68.14.07.382.1

4.17.1

lCx25sq.mm YIG Earth cable

Each

150

Rev. A

98

Earthing

1000047994

68.77.02.126.9

4.17.1

Earth Boss

Each

50

Rev. A

99

Earthing

1000063796

81.41.17.018.1

4.17.1

1 MI 0 carbon steel Nut

4.17.1

12mm Round MS Bar

4.16.6

110

Lighting Pole

111

Lighting Pole

112

Lighting

1000048607

Remarks

1

I

I

1

I

50

93

4.16.6


Rev #

Quantity

I

Electrical Junction Box consists of 8 nos of 240 sq.mm terminal blocks, 8 nos of 50 sq.mm terminal blocks & 1x70 sq,mm + 2x25 sq.mm earth terminal blocks suitable for ~ a z a r d o u sarea I~lectricalJunction Box consists of 8 nos of 6 sq.mm terminal blocks, 8 nos of 2.5 sq.mml terminal blocks & 1x25 sq,mm + 3x2.5 sq.mm earth terminal blocks suitable for Hazardous area

1

Each

1

50

1

Rev. A

Metre

50

Rev. A

Each

1

Rev. A

Each

10

Rev. A

PAIP004051RQ/402

I

--

4.19.9

Flood Lighting Pole as Drg. STD-4-0203-001, 1OM, Height Stepped Steel pole

Each

8

Rev. A

--

4 19 5

L~ghtlngPole Type-5 as Drg STD-4-0207-002

Each

2

Rev A

--

4 19 9

Flood Llght Crossarm for 2-Way flood llght bracket as Drg. STD-4-0205-001

Each

8

Rev A

69.61 ..22.250.9

4.19.5

250W Floodlight fitting complete with control gear and p.f improvement capacitor with H.P Sodium vapour lamp

Each

16

Rev. A

1 2 x 3 6 Flourescent ~ Light fittings, EEXe IP-55, normal type, Pole mounted

- -

1

1090000515

113

Lighting

1000326313

114

Lighting

1090003156

-

-

4.19.5

115

Socket Outlet

1000069601

-

-

4.1 1.7

240V 16A 2Pole+PE socket outlet suitable for Hazardous area

Each

1

Rev. A

4.1 1.3

Remote control unit 5011A CT Operated 0-50A Ammeter

Each

2

Rev. A

4.11.3

Remote control unit 5/1A direct Ammeter 0-5A (RCU shall be suitable for 7Cx2.5 sq.mm Incoming cable & 3Cx2.5 sq.mm Outgoing cable) including 2 nos of M20 glands.

116

1

RCU

1

1000046062

1

67.92.61.132.1

1

RCU

I

1

Each

Each

1

(

2

2

1

1

Rev. A

Rev. A

1

I

1

INSTALLATION MATERIALS FOR RCU AS PER DRG STD-4-0109-001-4-D

1 1

118

Access

1000052011

74086.05.345.9

4.20


Metre

2

Rev. A

119

Access

1000052014

74.86.05.570.9

4 20

IIOmm Heavy Gauge PVC Plpe

Metre

2

Rev A

120

Access

1000145612

78.47.31.053.1

4 20

100mm x 50mm x 6mm MS Channel

Metre

8

Rev A

121

Access

1000542348

-

4 20

Galvanlsed Cable Saddle, 20mm DIA

Each

16

Rev A

4.20

M I 0 x 100mm Expanding Bolt

Each

8

Rev A

4.20

6mm MS Plate, size 300mm x 300mm

Each

4

Rev A

122 123

1 1

Page 4 1 5

Access Access

1 1

1 1000062606 1 1000062976

-

1 78.43.30.116.1 1 81.26.25.112.1

Prepared by ..............

Checked by.............. Approved by

I

-

Project Number: PAIP00405 WBS Number: NIM.IN.09.011 Serial Number

Type

124

Cathodic Protection

Page 5 1 5

SAP #


WorlevParsons Arabian Industries JV Material Take Off MESC #

--

WPAl Spec #

AVME #

Description

Disc:Electrical fvwe+ed :A UOM

Set

Quantity 10

Rev #


Remarks

Rev. A

Prepared by ..............

Checked by .............. Approved by


MTO- Pipeline

RSONS -ARABIAN INDUSTRIES JV I ~ o bProject l No: PAIP00405 Project Titile: NlMR SLUDGE PITS SYSTEMS UPGRADE-FEEDIDD Client Ref: C.OM.NIM.IN.09.011 MTO Document No: NIM-3-2134-001-DQ - --- ..

---.----

WO.

-.--- - -- -.

- .-

Matertal Reqn. 8 Spec'n (MRS) document Number

S

$

~

~~

I

1000671556

j

300#

NON MESC

I

C

Line-Item Description ~~ ~ C ~

s

'IRBE E IN S WITH DEP 31.40.20.37.GEN.. SOUR FOR AIG APPLICATIONS.

I

1

.--.--- .- ---.

--

--/-

Material with Specification and Grade

I

I

300#

1

IS0 3183-3 Gr. L290

3B

CS BEVELLED ENDS. TO BE IN ACORD WITH 31 40 21 30 GEN a REF SPEC

5.6 mm W T .

150

Required

Size 2

1

1

3650

1

a

-

__I

Qty. to De Oraered

1

_- _ .. .-. . -

Surpluss(+) Less(-) Scope of Supply

pate-21

I

-

1 -

.-.-.J. I S 0 15590-2 Gr L290

IS0 15590-3 Gr. L290 (EQUIVALENT TO ASTMA694 Gr. F42)

FLANGE: CL 3 0 ~ 1 ,WNRF, SOUR, FORGED, BARE, SEAL FACE 3.2-6.4 R A AS PER DEP.31.40.21.34 AND REF. SPEC'N FOR MORE DETAILS.

IS0 15590-3 Gr. L290 (EQUIVALENT TO ASTM A694 G r F42J

I

REF REO'N I S P E C ' N

.

j

By PDO (from Ex-stock)

I1 i

By PDO (from Ex-stock)

.L

---

/

56mmWT

1

1

I

W.T.5.6xSlO (a1 ends)

I i '

By PDO

By PDO

i

NON-MESC.

_

Qty. Ordered before I ~ t yIn . stock

;

FLANGE: CL 300#, WNRF SOUR, FORGED, BARE, SEAL FAC'E 3.2-6.4 RA, AS PER DEP.31.40.21~34 AND REF. SPEC'N FOR MORE DETAILS.

THERMAL EXPANSION

SchE$F1

With Contgy. ~ty.

1

/BRANCH FITTING IBROBJ: BRANCH OUTLETNYELDOLET, BW, CS, AS IS0 15590-2 Gr. L290 PER DEP 31.40.21.3O.GEN 8 M I S (EQUIVALENT TO MSS SP 75 WPHY 42) SP 97 AND REF. SPEC,N FOR MORE DETAILS.

NON-MESC.

_

-

I S 0 3183-3 Gr. L 290

/

1

NON-MESC.

PIPE: SOUR, CS, BW, HFW. CS, BARE, SHALL BE IN ACCORDANCE WITH DEP 31.40.20.37.GEN., SOUR /FOR BIG APPLICATIONS.

Location/ Area: NSPS+NRPS PDO Project Code: DQ [For Main proiect] Scope o f MTO : ON-PLOT/OFF-PLOT (Under 831.4 Code Break Limit) MTO Rev NoIDate: A I 17-JUL-2011 -- -.. . . - . - .-.- . _.. - , Size 1

PIPE: SOUR, CS, BW, HFW CS. NON-MESC,

I

1000671556

~

I

3U.

/

I

1

300#

150

I1

i 4

5

5

2

1

4

j

4

1

/

-

RELIEF

NON-MESC.

REF REQ N &SPEC N

j RF,

NACE

REF. REO'N & SPEC'N

MR-

By PDO

j --

.-

I NON-MESC.

300#

CONN, TO BE INSTALLED ON PIG TRAP 8 PIPELINE. (48-Xl-2338.48-XI-2339,48-Xl-2340 &

REF REQ'N 8 SPEC'N

300#

I I I

150

I

'

By PDO

WORLEYPARSONS

- ARABIAN

IJO~I~ r o i e c NO: t

INDUSTRIES J V

I

PAIP00405

NSPS+NRPS

L o c a t i o n 1 Area:

SYSTEMS UPGRADE-FEEDIDD

1

11

i

PAlPO04051RQ16006

/

12

/

I

i

I3

1

1

I

4280

: /

-

144

i

-

396

,

4-

/

PAlP00405lRQ/6006

-

NON-MESC

C NON-MESC.

/

300#

&O:rO 'R gDx #EgG

W

~

1

! PAlPOO405IRQ16010

NON-MESC

1 / 1yE,"ip4:3

8138662731

16

300.

/

31440

A

JHDPE-LiNER

]STUD BOLT WiTH NUTS (8 NO'sIJT)

/

REF. REQ'N .8 SPEC'N ~ ~

~ I

1 REF REQ'N 8. SPECN

BY-VENDOR

/

1

150

3615

I

!

4280

i

144

I

/

ASTM A193-07MlA194-2HM

300#

/!

0625

300#

1

075

/

100

/

96

I

-

/

-

1I

-

/

'

By Cont'r

1

By Cont'r

ASTM A193-B7MlA194-2HM

...

........... -- -. . . . . . . . . .

..........................

ASTM A193-B7M/A194-2HM

1 1

1

19

20

1

/

1m063500 (NOTE-4)

8138663381

8138663411

1 1

31440

S T U D BOLT WITH NUTS (12 NO'sIJT)

31440

~

E

~

~

~MTH~

L

T

Prepared b y

1

(12/

Revision details:

I 160

24

36

ASTMAl93-B7hVAl94-2HM Checked b y

Date

/

1

ASTM AlI3-BIMIAl94-2HM

Approved b y

Date

I

Date

he Revised Line-items including " Quantity to be Ordered" are indicated i n lTALlC BOLD BLUE FONTS with YELL0 WHighlight (SIN # 4,5,6 & 20) as part o f Rev.-A. -

-- ~-

)I. Pipe Quantity's are in meters and for all other Item's Quantity's are in numbers.

a

f

i

i

4

u .a s k -

P . .

Y

3. Stopaq wrap tape, Pipeline Marker's, Name plates and any other materials which is not indicated in this MTO required forthe successful completion of the project shall be

I I

4. Length of Stud bolts to be confirmed upon the receipt of Retainer Ring dimensions for all the PEIROTO-Lined pipe spoolsljoints prior to the placement of order.

APPROWED FOR LXBYSTRUGTUON

I

WORLEYPARSONS -ARABIAN INDUSTRIES JV l ~ o bProiect l No: PAIP00405 Project Titile: NlMR SLUDGE PITS SYSTEMS UPGRADE-FEEDIDD Client Ref: C.OM.NIM.IN.09.011 ~ M T ODocument No: hlM-3-2135-001-DQ

i

su No.

Material Reqn. 8 specan(MRS) document Number

I (

Location1 Area: NSPS+NRPS [For Main project] PDO Project Code: DO Scope of MTO : ON-PLOT/OFF-PLOT (Under 831.3 Code Break Limit) MTO Rev NolDate: A 117-JUL-2011

1 SAP IMESC Number

Line-ItemDescription

Piping Class

Material with Specificauonand Grade

Required

p' BR:,"' "

size 1

Sire 2

Q

Contgy. aty.

.

/

[hote.Zl in Stock

1

Less(-)

I

Scope of supply

I

I

ASTM A106-B ASTM A312-TP316L

/ / / / 1

10

1000069003

7630661571

31440

/REDUCING TEE BW

ASTM A234-WPB

S40 x SBO

11

1000074733

7630681891

31440

REDUCING TEE BW

ASTM A234-WPB

540

12

PAIPO0406/RQ/6004

NON-MESC

CAP THREADED (FNPI)

ASTMA182 F316, MSS SP 75

I

JOOOd

I

13

1000071043

7830672661

/

11440

/REDUCER ECC BW

ASTM A234-WPB

14

1000055288

7633705791

/

33421

]REDUCER CONC.BW

ASTM A403-WP316L

.

540

1

100

50

17

20

20

'

150

100

2

2

2

4 S40

x

SBO

1

/

100

50

5

,

1

72

1

1

1

.

72

By Cont'r

1

52

,

By C o n t t

STM A1 02-F316

1

1'3

1000056463

7662783601 1

11440

/WELD NECK FLANGE RF

ASTM A105

580

16

'

19

19

By Con1 r

WORLEYPARSONS - A R A B I A N INDUSTRIES J V

I ~ o bPlr o j e c t N o :

PAIP00405

I ~ r o i e c Tt i t i l e :

N l M R S L U D G E PITS SYSTEMS UPGRADE-FEEDIDD

P D O Proiect Code: D Q

l ~ l i ~ Ref: n t Document No:

C.OM.NiM.IN.09.011 hlM-3-2135-001-DQ

Scope of M T O : O N - P L O T / O F F - P L O T ( U n d e r 8 3 1 . 3 C o d e B r e a k L i m i t ) M T O Rev holDate: A 1 17-JUL-2011

IMTO su NO.

Material Reqn. 8. Spec'n (MRS) document Number

/

Appl'cable Piping Class

SAP IMESC

Number

Line-Item Descnption .

..

/

24

1000056487

7662785661

31440

1

26

1000056198

7662111201

31440

/

28

1000059283

7688370501

,

/

/

29

1000059285

7686370541

1

38

1000206503

6546030941

7713420081

/

31440

-.

..

. ..-. . . .

/WELD NECK FLANGE RF

BLIND FLANGE

/SPECTACLEBLIND

I

-

Material with Specification and Grade

.

..

..

--

-

.- . . .. .

-. ..

..

Location1Area:

NSPS+NRPS

S c ~ ~ " Size b ;1 ~ Size ~ 2~ ..

. .

...

1

ASTM A105

540

ASTM A105

300#

ASTM A516 60165!70

3001)

1

150

.

1

lFor Main ~ r o i e c t l

Required

Y ..

-

. .

W'th Contgy. MY. .

Qty. Ordered before in Stock

1

~ t tyo o r O
23

23

12

14

14

50

3

4

4

]SPECTACLE BLIND

ASTM A516-60165/70

/3001)

I

100

2

2

L

1501)

/INSULATING GASKET

GRE G I 0

540 150#

/

100

1

1

1

1

50

2

2

/CHECK VALVE FLCD

Body ASTM A182-F551A690-6A

Trim Super Duplex

'1501)

,

Less(-)

Scope of S ~ p p l y

. .

19

31440

13642

Surpluss'*'

1

By Con! r

By Conl'r

-

PIPELINE BULK MATERIAL TAKE OFF (MTO) SUMMARY [FINAL] WORLEYPARSONS -ARABIAN INDUSTRIES J V Job1 Project No PAIP00405 Project T ~ t ~ l e NlMR SLUDGE PITS SYSTEMS UPGRADE-FEEDIDD Cllent Ref C OM NIM IN 09 011

Prepared by: Date:

I

Revisiu detal:

I 1

Locatlonl Area NSPS+NRPS PDO Project Code DQ [For Maln project] Scope of MTO ON-PLOT/OFF-PLOT (Under 631 3 Code Break Llmlt)

Checked b y :

1

Date:

Approved b y : Date:

I

The Revised l i n r i t n i including u C ? ~ m t i tto y b e Orderedddareindicated i n ITALIC BOLD BLUE FONTS with YELLOW Highlight ( Y N 11 , 1 & 1 4 , 1 ~ 1 7 , 2 1 . 1 ~ 1 ~ 4d~11) 4 8 as pii ofRer.A.

11. Ptpe Quantity's are i n meters and for all other item's Quantity's are i n numbers

/

Gj

I

b

( 3 . Length of Stud bolts to b e confirmed upon the receipt of Retainer Ring dimensions for all the PEIROTO-Lined pipe spoolsljaints prior to the placement of order.

APPROFED FOR CONSBRUGBION

1


MTO- C&A

JOB No.:PAIP00405

MTO FOR NlMR SLUDGE PITS SYSTEM UPGR

Document Number.NlM-5-4737-003-DQ-A

'


MTO- Mechanical

Bulk Summary Doc. No. : NIM-3-2145-001-DQ

Job Number : PAIP00405

-

MTO Rev. No. : A

Job Title : Nimr Sludge Pits System upgrade FED & DD Area : NlMR

Date: 30-MAY-11

Contigency Status: Final Sr.No. SAPIReq. Numbc MESC Numbt Class Item Description

Material

7413080181 1801 1 Pipe

API 5L-B (galvanised)

741 3080281 18011 Pipe


7430030201 31440 Pipe

ASTM A1 06-B

743003071 1 31440 Pipe

ASTM A1 06-B

7430031 091 11440 Pipe

ASTM A1 06-6

7430031491 11440 Pipe

ASTM A1 06-6

74300321 II 31440): Pipe

ASTM A106-B

7430050281 11412 Pipe

ASTM A1 06-6

7430053731 11412 Pipe

ASTM A1 06-B

7436330181 3341 1 Pipe

ASTM A312-TP316L

7436330261 3341 1 Pipe

ASTM A312-TP316L

7436330331 33421 Pipe

ASTM A312-TP316L

7436330571 13411 Pipe

ASTM A312-TP316L

7606280161 18011 Coupling Thrd

ASTM A234-WPB (galvanised)

7606390081 18011 Elbow 90 Deg Thrd


7606660081 18011 Plug Npt


7606850341 1801 1 Tee Reducing Thrd


7606910161 1801 1 Union Thrd


7629461921 11412 Reducer Conc.Bw

ASTM A234-WPB

7630346081 31440): Elbow 45 Deg Bw

ASTM A234-WPB

7630346651 31440): Elbow 45 Deg Bw

ASTM A234-WPB

7630405741 11412 Elbow 90 Deg Bw

ASTM A234-WPB

7630425721 31440): Elbow 90 Deg Bw

ASTM A234-WPB

7630426081 31440 Elbow 90 D-egBw

ASTM A234-WPB

7630426281 11440 Elbow 90 Deg Bw

ASTM A234-WPB

7630426451 11440 Elbow 90 Deg Bw

ASTM A234-WPB

7630426651 31440): Elbow 90 Deg Bw

ASTM A234-WPB


ASTM A234-WPB

7630663051 31440X Reducer Conc.Bw

ASTM A234-WPB

763067141 1 31440 Reducer Ecc.Bw

ASTM A234-WPB

7630671931 31440 Reducer Ecc Bw

ASTM A234-WPB

7630816081 31440 Equal Tee Bw

ASTM A234-WPB

7630816281 11440 Equal Tee Bw

ASTM A234-WPB

7630816451 11440 Equal Tee Bw

ASTM A234-WPB

7630816651 31440): Equal Tee Bw

ASTM A234-WPB

7630881571 11440 Tee Reducing Bw

ASTM A234-WPB

7630881 891 314403 Tee Reducing Bw

ASTM A234-WPB

ScheduleMT Rating

Size 1 Size 2 Required Quantity

Quantity with Contingen Stock Quantil Total Requisition Quant Material t o be P r o c u n Surplus Material

38

1000055078

7633412861 33421 Elbow 90 Deg Bw

ASTM A403-WP316L

S40S

39

1000055079

7633412961 33411 Elbow 90 Deg Bw

ASTM A403-WP316L

S40S

40

1000055085

7633413341 1341 1 Elbow 90 Deg Bw

ASTM A403-WP316L

SlOS

41

1000055295


ASTM A403-WP316L

SlOSx SlOS

42

1000055560

7633856181 3341 1 Tee Reducing Bw

ASTM A403-WP316L

S4OSx S40S

43

10000561 81

76621 10701 11440 Blind Flange

ASTM A1 05

150#

44

1000056182

76621 10721 11440 Blind Flange

ASTM A1 05

1SO#

45

1000056183

76621 10741 11440 Blind Flange

ASTM A1 05

150#

46

1000056198

76621 11201 31440) Blind Flange

ASTM A1 05

300#

47

1000056200

76621 11241 31440) Blind Flange

ASTM A1 05

300#

48

1000056201

766211 1261 314403 Blind Flange

ASTM A1 05

300#

49

1000056309

7662203201 314403 Lap Joint Flange

ASTM A105

300#

50

1000056452

7662783141 11440 Weld Neck Rf Flange ASTM A105

S40

150#

51

1000056463


S80

150#

52

1000056464


S80

150#

53

1000056486


S 40

300#

54

1000056487

7662785661 31440) Weld Neck Rf Flange ASTM A105

S 40

300#

55

1000056500

76627861 01 31440J Weld Neck Rf Flange ASTM A1 05

S 80

300#

56

1000056510


S160

300#

57

1000056994

7665104121 3341 1 Blind Flange

ASTM A1 82-F316

300#

58

1000056995

7665104141 3341 1 Blind Flange

ASTM A1 82-F316

300#

59

1000057118

7665792101 13411 Weld Neck Rf Flange ASTM A182-F316

SlOS

150#

60

1000057141

7665794061 33421 Weld Neck Rf Flange ASTM A1 82-F316

SIOS

300#

61

1000057143

7665794101 33421 Weld Neck Rf Flange ASTM Al82-F316

SlOS

300#

62

1000057154

7665804021 3341 1 Weld Neck Rf Flange ASTM A182-F316

5405

300#

63

1000057155

7665804041 3341 1 Weld Neck Rf Flange ASTM A1 82-F316

S40S

300#

64

1000057461

767901 0641 31440) Branch Outlet Bw

ASTM A1 05

S 40 x S 80

65

1000058020

768037121 1 31440X Branch Fitting Flgd

ASTM A105

S 160

66

1000173022

7683385621 31440) Thermowell

ASTM 8564 UNS NO4400

150# I250C

67

1000072195

7688370101 11440 Spectacle Blind

ASTM A516-60165R0

150#

68

1000070269


ASTM A516-60165170

150#

69

1000071500


ASTM A51 6-60165170

150#

70

1000059283

7688370501 31440) Spectacle Blind

ASTM A516-60/65/70

300#

71

1000059285


ASTM A516-60165170

300#

72

1000059286


ASTM A516-60165170

300#

73

7700250081 11440 Ball Valve RB Flgd

Body: ASTM A105IA216-WCBNVCC Trim: AlSl 316. PTFE

150#

74

7700250101 11440 Ball Valve RB Flgd.

Body: ASTM A1051A216-WCBNVCC Trim AlSl316. PTFE

150#

75

7700250121 11440 Ball Valve RB Flgd.

Body: ASTM A105lA216-WCBNVCC Trim: AlSl 316, PTFE

150#

76 RQl3008 77

NON MESC

31440) Ball Valve 14313 RB F Body: ASTM A182 F55 UNS N32760lA995 Grade 6A T r ~ mSDSS. PTFE

7703260081 1341 1 Ball Valve RB Flgd.

300#

300#

Body: ASTM A182-F316/A351-CF8M Trim: AlSl 316, PTFE

150#

78 RQl3008

NON MESC

11440) Ball Valve RB Flgd.

Body: ASTM A182 F55 UNS N32760lA995 Grade 6A T r ~ mSDSS. PTFE

150#

79 RQl3008

NON MESC

31440X Ball Valve 14313 RE F Body: ASTM A182 F55 UNS N32760lA995 Grade 6A T r ~ mSDSS. PTFE

300#

80 RQ13008

NON MESC

31440) Ball Valve 14313 FB F Body: ASTM A182 F55 UNS N327601A995 Grade 6A Trim: SDSS. PTFE

81 RQ13008

NON MESC

11440) Ball Valve 14313 FB F1 Body: ASTM A1051A216 WCBNVCC WITH ALLOY 625 CLAD Trim: SDSS, PTFE

82 RQ13011

NON MESC

31440X Globe Valve Flgd

83

Body: ASTM A182 F55 UNS N327601A995 Grade 6A Trim: SDSS. PTFE

7707031531 1801 1 Ball Valve Float RB Th ASTM B148-UNS C95400,TRIM:ALUMINIUM BRONZE,PTFE

84 RQl3009

NON MESC

31440) Check Valve Flgd

Body: ASTM A182 F55 UNS N327601A995 Grade 6A Trim: SDSS, PTFE

85 RQ13009

NON MESC

31440) Check Valve Flgd


86

1090000348

87 88 RQ13005

7710050081 11440 Check Valve Flgd

Body: ASTM A1051A216-WCBNVCC Trim: AlSl 316, Stellite 6

7713193541 3341 1 Check Valve Flgd

Body: ASTM A182-F3161A351-CF8M Trim: AlSl 316, Stellite 6

NON MESC

31440X Modular Constr. SBBV Body: ASTM A182 F55 UNS N32760lA995 Grade 6A Trim: SDSS. PTFE

89

7723033531 3341 1 Gate Valve Flgd

Body: ASTM A182-F316lA351-CF8M Trim: AlSl 316, Stellite 6

90

7723033541 3341 1 Gate Valve Flgd

Body: ASTM Al82-F316/A351-CF8M Trim: AlSl 316, Stellite 6

91

7730053531 31440X Globe Valve Flgd

Body: ASTM A182 F55 UNS N327601A995 Grade 6A Trim: SDSS. PTFE ASTM A193-B7/A194-2H

92

1000063033

813861 1551 3341 1 Stud Bolt with Nuts

93

1000063047

8138612691 3341 1 Stud Bolt with Nuts

ASTM A1 93-B7lA194-2H

94

1000063457

8138661551 31440 Stud Bolt with Nuts

ASTM A1 93.B7MIA194-2HM

95

1000063471

813866271 1 11440 Stud Bolt with Nuts


96

1000063473

8138662731 11440 Stud Bolt with Nuts


97

1000063474

8138662741 31440)1Stud Bolt with Nuts


98

1000063477

8138662781 31440) Stud Bolt with Nuts

ASTM A1 93-B7MIA194-2HM

99

1000063494


ASTM A1 93-B7MlA194-2HM

100

1000063496





101

,

102

1000064370

8541363141 13411 Gasket Spiral Wound AlSl 316, graphite filled CS centring-ISS inner ring

103

1000064371


104

1000064372


105

1000064375


106

1000064390

8541363701 31440) Gasket Spiral Wound AlSl 316, graphite filled CS centring-ISS inner ring

107

1000064391

8541363741 31440) Gasket Spiral Wound AlSl 316, graphite filled CS centring-ISS inner ring

108

1000064408

8541364041 31440) Gasket Spiral Wound AlSl 316, graphdeefilledeCS-centfmSSi~erring

109

1000064409

8541364061 3341 1 Gasket Spiral Wound AlSl 316, graphite filled CS centring-ISS inner ring

110

1000064410

8541364081 33421 Gasket Spiral Wound AlSl316, graphite filed

111

1000064412

8541364141 33421 Gasket Spiral Wound AlSl316, graphite filled CS centring-ISS inner ring

112

1000206450

8546030661 11440 Insulating Gasket

GRE G I 0 -Mylar

580

113

1000206482

8546030821 11440 Insulating Gasket

GRE G10 -Mylar

S80

CS centring-ISS inner ring

114 RQ13002

NON MESC

31440) Basket Strainer

115 RQ13007

NON MESC

31440) Chemical Injection Qui Body: ASTM A182 F55 UNS N327601A995 Grade 6A Trim: SDSS, PTFE

116 RQl3013

NON MESC

1341 1 Elaflex Coupling

Body: ASTM A105lA216-WCBNVCC Internal glass flake coating Trim: 25% Cr Duplex

STAINLESS STEEL

Civil Drawings

PAIP00405- Nimr S

$

-

PROJECT PAIP00405

-

CIVIL DRAWINGS HOLD LIST:-

IM-3-2140-001-DQ & NIM-3-2142-001-DQ.

levation pending from vendor.

Document Control Index +

Client : Petroleum Development Oman LLC (PDO)

Job No. : PAP00405 J O Title ~ : Nimr Sludge Pits System upgrade - FED & DD Discipline Code: Civil Item# Document No 1 NIM-1-2635-200-DQ NIM-2-0992-00 1-DQ 2 3 NIM-2-184 1-001-DQ 4 NIM-2- 184 1-002-DQ NIM-2-184 1-003-DQ 5 NIM-2-184 1-004-DQ 6 7 NIM-2-184 1-005-DQ 8 NIM-2-1842-00 1-DQ 9 NIM-2-1842-002-DQ 10 NIM-2-1842-003-DQ 11 NIM-2- 1842-004-DQ 12 NIM-2-1842-005-DQ 13 NIM-2-1842-006-DQ 14 NIM-2-1842-007-DQ 15 NIM-2-1842-008-DQ 16 NIM-2-1842-009-DQ 17 NIM-2- 1842-010-DQ 18 NIM-2- 1842-0 11-DQ 19 NIM-2- 1842-0 12-DQ 20 NIM-2- 1842-0 13-DQ 2 1 NIM-2- 1842-014-DQ 22 NIM-2- 1842-015-DQ 23 NIM-2- 1842-0 16-DQ 24 NIM-2- 1842-017-DQ 25 NIM-2-1842-0 18-DQ 26 NIM-2-1842-020-DQ 27 NIM-2-1842-02 1-DQ 28 NIM-2- 1842-022-DQ 29 NIM-2-1842-023-DQ Report printed on: September 6, 2011 9:24 AM

Phase: DD

bI

Size A4 A1 A3 A3 A3 A3 A3 A3 A3 A3 A4 A3 A3 A4 A3 A3 A4 A3 A3 A3 A3 A3 A3 A3 A3 A3 A4 A3

A4

Index Doc. No.:

4

Description: Drawing Control Lndex FOUNDATION LOCATION PLAN GENERAL NOTES - CONCRETE GENERAL NOTES - STEEL TYPICAL STAIR AND HANDRAILING TYPIC& GRATING AND TREAD DETAILS STANDARD BAR SHAPE CODES PIPE SUPPORTS (LAUNCHER) INDEX SHEET PIPE SUPPORTS PIPE SUPPORTS-FOUNDATION DETAILS BBS PIPE SUPPORTS PIPE SUPPORTS-FOUNDATION DETAILS BBS PIPE SUPPORTS PIPE SUPPORTS-FOUNDATION DETAILS BBS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS -'U' BOLT PIPE SUPPORTS - PIPE GUIDE DETAILS PIPE SUPPORTS-SLEEPER DETAILS BBS PIPE SUPPORTS-SLEEPER DETAILS BBS

Curredt ~ d v i s i o nDetail Earlier Revision Detail Rev# Date: Status: Rev# Date: Status: A 27-FEB-11 AFC 0 26-FEB-11 IFC A 27-FEB-11 AFC 0 IFC 26-FEB-11 A 27-FEB-11 AFC 0 IFC 26-FEB-11 A 27-FEB-11 AFC 0 26-FEB- 11 IFC A 27-FEB-11 AFC 0 IFC 26-FEB-11 A 27-FEB1 1 AFC 0 IFC 26-FEB-11 A ~ J - F E B 1- ~ AFC 0 26-FEB- 11 IFC A 27-FEB-11 AFC 0 26-FEB-11 IFC A 27-FEB-11 0 AFC 26-FEB-11 IFC A ~ ~ - F E B1- I 0 AFC 26-FEB- 11 IFC A 27-FEB-11 0 AFC IFC 26-FEB-11 A 27-FEB-11 0 AFC 26-FEB-11 IFC A AFC 27;-FEB-11 0 26-FEB-11 IFC A 27-FEB- 11 AFC 0 26-FEB-11 IFC A 27-FEB-11 AFC 0 26-FEB-11 IFC A 27-FEB-11 AFC 0 IFC 26-FEB-11 A 27-FEB-11 AFC 0 IFC 26-FEB- 1 1 A 27-FEB-11 0 AFC IFC 26-FEB-11 A 27-FEB-11 AFC 0 26-FEB-11 IFC A 27-FEB-11 0 AFC 26-FEB-11 IFC A 27-FEB- 11 AFC 0 26-FEB- 11 IFC A 27-FEB-11 AFC 0 26-FEB-11 PC A 27-FEB-11 AFC 0 26-FEB-11 IFC A 27-FEB- 11 AFC 0 26-FEB-11 IFC A 27-FEB- 11 AFC 0 26-FEB-11 IFC A 27-FEB-11 AFC 0 26-FEB- 1 1 IFC A 27-FEB- 11 AFC 0 26-FEB-11 IFC A 27-FEB-11 AFC 0 26-FEB-11 IFC A 27-FEB-11 AFC 0 26-FEB- 11 IFC

'

p p p p

-

Page 1 of 7

Index Doc. No.:


Job No. : PAP00405 ~ o Title b : Nirnr Sludge Pits System upgrade - FED & DD Discipline Code: Civil Item# Document No 30 NIM-2-1842-024-DQ 3 1 NIM-2- 1842-025-DQ 32 NIM-2- 1842-026-DQ 33 NIM-2-1842-027-DQ 34 NIM-2-1842-028-DQ 35 NIM-2-1842-029-DQ 36 NIM-2- 1842-030-DQ 37 NIM-2- 1842-031-DQ 38 NIM-2- 1842-032-DQ 39 NIM-2-1842-033-DQ 40 NIM-2- 1842-034-DQ 4 1 NIM-2- 1842-035-DQ 42 NIM-2- 1842-036-DQ 43 NIM-2-1842-037-DQ 44 NIM-2- 1842-038-DQ 45 NIM-2-1842-039-DQ 46 NIM-2- 1842-040-DQ 47 NIM-2- 1842-041-DQ 48 NIM-2- 1842-042-DQ 49 NIM-2-1842-043-DQ 50 NIM-2- 1842-044-DQ 5 1 NIM-2- 1842-045-DQ 52 NIM-2- 1842-046-DQ 53 NIM-2- 1842-047-DQ 54 NIM-2-1842-048-DQ 55 NIM-2- 1842-049-DQ 56 NIM-2-1842-050-DQ 57 NIM-2-1842-05 1-DQ 58 NIM-2-1842-052-DQ Report printed on: September 6,201 1 9:24 AM

Size A3 A4 A3 A4 A3 A3 A3 A4

Description: PIPE SUPPORTS-SLEEPER DETAILS BBS PIPE SUPPORTS-SLEEPER DETAILS BBS PIPE SUPPORTS (LAUNCHER) INDEX SHEET PIPE SUPPORTS PIPE SUPPORTS-FOUNDATION DETAILS BBS

7 A3 A3 A3 A4 A3 A3 A3 A3 A4 A3 A3 A3 A3 A4 A3 A3 A3 A4 A3 A3

PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS - FOUNDATION DETAILS BBS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS-FOUNDATION DETAILS BBS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS-FOUNDATION DETAILS BBS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS-FOUNDATION DETAILS BBS PIPE SUPPORTS PIPE SUPPORTS

Phase: DD

Rev# A A A A A A A A A A A A A A A A A A A A A A A A A A A A A

Current Revision Detail Date: Status: 27-FEB-11 AFC 27-FEB-11 AFC ~?-FEB-I1 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB- 11 AFC 27-FEB- 11 AFC 27-FEB-11 AFC 27-FEB- 11 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB- 11 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB- 11 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB-11 AFC

p p p p

Earlier Revision Detail Rev# Status: Date: 0 26-FEB-11 IFC 0 26-FEB- 11 IFC 0 26-FEB-11 IFC 0 26-FEB-11 IFC 0 26-FEB-11 IFC 0 26-FEB- 11 IFC 0 26-FEB- 11 IFC 0 26-FEB-11 IFC 0 26-FEB-11 IFC 0 IFC 26-FEB-11 0 26-FEB-11 IFC 0 26-FEB-11 IFC 0 26-FEB-11 IFC 0 26-FEB-11 IFC 0 26-FEB-11 IFC 0 26-FEB-11 IFC 0 26-FEB-11 IFC 0 26-FEB-11 IFC 0 26-FEB-11 IFC 0 26-FEB-11 IFC 0 26-FEB-11 IFC 0 26-FEB-11 IFC 0 26-FEB- 11 IFC 0 26-FEB- 1 1 IFC 0 26-FEB-11 IFC 0 26-FEB- 1 1 IFC 0 26-FEB-11 IFC 0 26-FEB- 11 IFC 0 26-FEB- 11 IFC Page 2 of 7

Document Control Index Index Doc. No.:


Phase: DD

Job No. : P A P 0 0 4 0 5 J O Title ~ : Nirnr Sludge Pits System upgrade - FED & DD Discipline Code: Civil Item# Document No 59 NIM-2-1842-053-DQ 60 NIM-2- 1842-054-DQ 6 1 NIM-2- 1842-055-DQ 62 NIM-2- 1842-056-DQ 63 NIM-2- 1842-057-DQ 64 NIM-2- 1842-058-DQ 65 NIM-2- 1842-059-DQ 66 NIM-2- 1842-060-DQ 67 NIM-2- 1842-06 1-DQ 68 NIM-2- 1842-062-DQ 69 NIM-2-1842-063-DQ 70 NIM-2-1842-064-DQ 7 1 NIM-2- 1842-065-DQ 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86

NIM-2- 1842-066-DQ NIM-2-1842-067-DQ NIM-2-1842-068-DQ NIM-2- 1842-069-DQ NIM-2- 1842-070-DQ NIM-2- 1843-00 1-DQ NIM-2-1844-00 1-DQ NIM-2-1844-002-DQ NIM-2-1844-003-DQ NIM-2- 1844-004-DQ NIM-2-1844-005-DQ NIM-2- 1844-006-DQ NIM-2- 1844-007-DQ NIM-2-1844-008-DQ NIM-2-1844-009-DQ

Report printed on: September 6,201 1 9:24 AM

Size A3 A3 A3 A3 A4 A3 A3 A3 A3 A3 A4 A3 A3 A3 A3 A3 A3 A3 A3 A1 A3 A4 A3 A4 A3 A1 A3 A4

Description:

Rev# PIPE SUPPORTS A PIPE SUPPORTS A PIPE SUPPORTS A A PIPE SUPPORTS-FOUNDATION DETAILS A BBS A PIPE SUPPORTS A PIPE SUPPORTS A PIPE SUPPORTS A PIPE SUPPORTS A PIPE SUPPORTS-FOUNDATION DETAILS A BBS A PIPE SUPPORTS - 'U' BOLT DETAILS A PIPE SUPPORTS PIPE CLAMP WITH SHOW AND LINE ST( DETAILS A PIPE SUPPORTS PIPE GUIDE DETAILS A PIPE SUPPORTS LINE STOP DETAILS A PIPE SUPPORTS PIPE SHOE DETAILS A PIPE SUPPORTS PIPE SHOE GUIDE DETAILS A PIPE SUPPORTS PIPE CLIP (HEAVY) DETAILS A CIVIL DETAILS SPILL PIT & HARD STRAND A STRUCTURAL STEEL DETAILS PLATFORM MK'D P1 A CIVIL DETAILS PLATFORM FOUNDATION MK'D PF1 A BBS A CIVIL DETAILS STAIR FOUNDATION MK'D SF 1 A BBS A STRUCTURAL STEEL DETAILS CROSS OVER-CO1 A STRUCTURAL STEEL DETAILS CROSS OVER MK'D-C02 A CIVIL DETAILS CROSS OVER FOUNDATION MK'D CF2 A BBS

Current Revision Detail Date: Status: 27-FEB-11 AFC 27.FEB-1 l AFC 27-FEB- 11 AFC 27-FEB-11 AFC 27-FEB- 11 AFC 27dFEB- 11 AFC 27-FEB-11 AFC 27iFEB-l 1 AFC AFC ~ ~ L F E B - 1~ 27-FEB-11 AFC 27-FEB- 11 AFC ~ ~ A F E B - ~1 AFC 27-FEB-11 AFC 27:FEB-11 AFC 27-FEB- 11 AFC 27-FEB- 11 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27jFEB-11 AFC 27iFEB-1 1 AFC 27iFEB-11 AFC 27;FEB-11 AFC 2 7 1 ~11~ ~ - AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB- 11 AFC 27-FEB-11 AFC 27-FEB-11 AFC

Rev# 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Earlier Revision Detail Status: Date: 26-FEB-11 IFC IFC 26-FEB- 11 IFC 26-FEB-11 IFC 26-FEB- 11 26-FEB- 11 IFC IFC 26-FEB-11 IFC 26-FEB- 11 IFC 26-FEB-11 IFC 26-FEB-11 IFC 26-FEB- 11 IFC 26-FEB- 11 IFC 26-FEB- 11 IFC 26-FEB-11 26-FEB-11 26-FEB-11 26-FEB-11 26-FEB- 11 26-FEB- 11 26-FEB- 11 26-FEB-11 26-FEB-11 26-FEB- 11 26-FEB-11 26-FEB- 1 1 26-FEB-11 26-FEB-11 26-FEB-11 26-FEB- 1 1

IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC Page 3 of 7

Document Control Index

Index DOC.NO.:


Job No. : PAP00405 Job Title : Nimr Sludge Pits System upgrade - FED & DD Discipline Code: Civil Item# Document No 87 NIM-2-1844-0 10-DQ 88 NIM-2- 1844-0 11-DQ 89 NIM-2-1844-0 12-DQ 90 NIM-2- 1844-013-DQ 9 1 NIM-2-1844-0 14-DQ 92 NIM-2- 1845-001-DQ

Phase: DD

Current Revision Detail Earlier Revision Detail Description: Rev# Date: Rev# Status: Date: Status: STRUCTURAL STEEL DETAILS PLATFORM MK'D P 1&P2 A 27-FEB-11 AFC 0 26-FEB-11 IFC A CIVIL DETAILS FOUNDATION DETAILS MK'D PF1 27-FEB- 11 AFC 0 IFC 26-FEB-11 BBS A 2 7 1 ~11~ ~ - AFC 0 IFC 26-FEB- 11 CIVIL DETAILS STAIR FOUNDATION MK'D SF 1 A 27-FEB-11 AFC 0 IFC 26-FEB-11 BBS A 27-FEB- 11 AFC 0 IFC 26-FEB-11 A CONCRETE STRUCTURE G.A. & REINFT. DET'S. FOR ROP 27-FEB-11 AFC 0 26-FEB-11 IFC CULVERT No. 5 A4 BBS A 27-FEB- 11 0 AFC 26-FEB-11 IFC A1 CONCRETE STRUCTURE G.A. & REINFT. DET'S. FOR ROP A 27;FEB-11 0 AFC 26-FEB-11 IFC CULVERT No.2A A4 BBS A 27-FEB-11 0 AFC 26-FEB- 11 IFC A 1 LAYOUT G.A. OF CULVERT NO.1 A 27-FEB- 11 AFC 0 26-FEB- 11 IFC A1 CONCRETE STRUCTURE G.A. & REINFT. DET'S. FOR ROP A ~ ~ L F E B - 1~ AFC 0 26-FEB-11 IFC CULVERT No. 1 I A4 BBS A 2 7 1 ~11~ ~ - AFC 0 26-FEB- 11 IFC A1 LAYOUTG.A.OFCULVERTNo.2 A 27-FEB-11 0 AFC 26-FEB-11 IFC A1 CONCRETE STRUCTURE G.A. & REINFT. DET'S. FOR ROP A 27-FEB- 11 AFC 0 26-FEB-11 IFC CULVERT No.2 A4 BBS A 27iFEB-11 AFC 0 26-FEB-11 IFC A1 LAYOUTG.A.OFCULVERTNo.3&4 A 27-FEB-11 AFC 0 26-FEB-11 IFC A1 CONCRETE STRUCTURE G.A. & REINFT. DET'S. FOR ROP A 27-FEB-11 AFC 0 26-FEB- 11 IFC CULVERT No.3 & 4. A4 BBS A 27-FEB-11 AFC 0 26-FEB-11 IFC A A3 CIVIL DETAILS BENCH MARK DETAILS MK'D BM 1 27-FEB-11 AFC 0 26-FEB-11 IFC A 1 CIVIL DETAILS WINDSOCK DETAILS A 27-FEB- 11 AFC 0 26-FEB-11 IFC A1 FOUNDATION LAYOUT A 27-FEB11 AFC 0 26-FEB-11 IFC A 1 FOUNDATION LAYOUT A 27-FEB-11 AFC 0 26-FEB- 1 1 IFC A1 FOUNDATION LAYOUT A 27-FEB- 11 AFC 0 26-FEB-11 IFC A1 FOUNDATION LAYOUT A 27-FEB-11 AFC 0 26-FEB-11 IFC A1 FOUNDATION LAYOUT A 27-FEB- 11 AFC 0 26-FEB-11 IFC

Size A1 A3 A4 A3 A4 A1

p p

93 94

NIM-2-1845-002-DQ NIM-2-1845-003-DQ

95 96 97

NIM-2-1845-004-DQ NIM-2-1845-005-DQ NIM-2-1845-006-DQ

98 99 100

NIM-2-1845-007-DQ NIM-2-1845-008-DQ NIM-2- 1845-009-DQ

101 102 103

NIM-2- 1845-010-DQ NIM-2-1845-011-DQ NIM-2-1845-0 12-DQ

104 105 106 107 108 109 110 111

NIM-2-1845-013-DQ NIM-2- 1846-001-DQ NIM-2- 1846-002-DQ NIM-2-5 166-00 1-DQ NIM-2-5 167-001-DQ NIM-2-52 10-001-DQ NIM-2-5604-00 1-DQ NIM-2-5604-005-DQ

Report printed on: September 6, 201 1 9:24 AM

Page 4 of 7

Document Control Index

Index Doc. No.:

Client :Petroleum Development Oman LLC (PDO) Job No. : PAP00405 Job Title : Nimr Sludge Pits System upgrade - FED & DD Discipline Code: Civil Item# Document No 112 NIM-2-5771-001-DQ 113 NIM-2-5771-002-DQ 114 NIM-2-5771-003-DQ 115 NIM-2-577 1-004-DQ 116 NIM-2-577 1-005-DQ 117 NIM-2-577 1-006-DQ 118 NIM-2-5772-00 1-DQ 119 NIM-2-5772-002-DQ 120 NIM-2-5772-003-DQ 121 NIM-2-5772-004-DQ 122 NIM-2-5772-005-DQ 123 NIM-2-5772-006-DQ 124 NIM-2-5772-007-DQ 125 NIM-2-5772-008-DQ 126 NIM-2-5772-009-DQ 127 NIM-2-5772-010-DQ 128 NIM-2-5772-0 11-DQ 129 NIM-2-5772-0 12-DQ 130 NIM-2-5772-0 13-DQ 131 NIM-2-5772-0 14-DQ 132 NIM-2-5772-0 15-DQ 133 NIM-2-5772-016-DQ 134 NIM-2-5772-0 17-DQ 135 NIM-2-5772-0 18-DQ 136 NIM-2-5772-019-DQ 137 NIM-2-5772-020-DQ 138 NIM-2-5772-021-DQ 139 NIM-2-5772-022-DQ 140 NIM-2-5772-023-DQ Report printed on: September 6, 201 1 9:24 AM

Size A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A4 A3 A3 A3 A3 A3 A4 A3 A3 A3 A3 A3 A3 A4 A3 A3 A3 A3 A3

Description: GENERAL NOTES - CONCRETE GENERAL NOTES - STEEL TYPICAL STAIR AND HANDRAILING TYPICAL GRATING AND TREAD DETAILS STANDARD BAR SHAPE CODES TYPICAL LADDER DETAILS (FRONT ENTRY) PIPE SUPPORTS (RECEIVER) INDEX SHEET PIPE SUPPORTS (RECEIVER) INDEX SHEET PIPE SUPPORTS PIPE SUPPORTS-FOUNDATION DETAILS BBS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS-FOUNDATION DETAILS BBS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS BBS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS

Phase: DD Current Revision Detail Rev# Date: Status: A 27-FEB-11 AFC A 27-FEB-11 AFC A 27-FEB-11 AFC A 27-FEB-l l AFC A 27-FEB-11 AFC A 27-FEB-11 AFC A 27-FEB-11 AFC A 27-FEB-11 AFC 2 7A - F E B - l l - AFC A 2 7 i ~ ~ ~ - l l AFC A 27-FEB- I1 AFC A 27-FEB-11 AFC A 27-FEB-11 AFC A 27-FEB-11 AFC A 27-FEB-11 AFC A 27-FEB-11 AFC A 27-FEB-11 AFC A 27-FEB-11 AFC A 27-FEB- 11 AFC A 27-FEB-11 AFC A 27-FEB-11 AFC A 27-FEB-11 AFC A 27-FEB-11 AFC A 27-FEB-11 AFC A 27-FEB- 11 AFC A 27-FEB-11 AFC A 27-FEB-11 AFC A 27-FEB-11 AFC A 27-FEB-11 AFC

Rev# 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0

Earlier Revision Detail Date: Status: 26-FEB-11 IFC IFC 26-FEB- 11 26-FEB-11 IFC IFC 26-FEB-11 IFC 26-FEB-11 IFC 26-FEB- 1l 26-FEB- 11 IFC IFC 26-FEB- 11 26-FEB- 11 IFC 26-FEB-11 IFC IFC 26-FEB- 11 IFC 26-FEB- 11 IFC 26-FEB- 11 IFC 26-FEB-11 IFC 26-FEB-I1 26-FEB- 11 IFC IFC 26-FEB- 11 26-FEB- 11 IFC 26-FEB-11 IFC IFC 26-FEB- 11 IFC 26-FEB- 11 26-FEB- 1 1 IFC IFC 26-FEB- I1 26-FEB- 11 IFC 26-FEB-11 IFC 26-FEB-11 IFC 26-FEB- 11 IFC 26-FEB- 11 IFC 26-FEB- 11 IFC Page 5 of 7

Document Control Index Index Doc. No.:

Client : Petroleum Development Oman LLC (PDO) Job No. : PAP00405 J O Title ~ : Nimr Sludge Pits System upgrade - FED & DD Discipline Code: Civil Item# Document No 141 NIM-2-5772-024-DQ 142 NIM-2-5772-025-DQ 143 NIM-2-5772-026-DQ 144 NIM-2-5772-027-DQ 145 NIM-2-5772-028-DQ 146 NIM-2-5772-029-DQ 147 NIM-2-5772-030-DQ 148 NIM-2-5772-03 1-DQ 149 NIM-2-5772-032-DQ 150 NIM-2-5772-033-DQ 151 NIM-2-5772-034-DQ 152 NIM-2-5772-035-DQ 153 NIM-2-5772-036-DQ 154 NIM-2-5772-037-DQ 155 NIM-2-5772-038-DQ 156 NIM-2-5772-039-DQ 157 NIM-2-5772-040-DQ 158 NIM-2-5772-04 1-DQ 159 NIM-2-5772-042-DQ 160 NIM-2-5772-043-DQ 161 NIM-2-5772-044-DQ 162 NIM-2-5772-045-DQ 163 NIM-2-5772-046-DQ 164 NIM-2-5772-047-DQ 165 NIM-2-5772-048-DQ 166 NIM-2-5772-049-DQ 167 NIM-2-5772-050-DQ 168 NIM-2-5772-05 1-DQ 169 NTM-2-5772-052-DQ Report printed on: September 6,201 1 9:24 AM

Size A3 A4 A3 A4 A3 A4 A3 A4 A3 A3 A3 A4 A3 A3 A4 A3 A3 A4 A3 A3 A4 A3 A3 A3 A3 A3 A4 A3 A3

Description: PIPE SUPPORTS-SLEEPER DETAILS BBS PIPE SUPPORTS-SLEEPER DETAILS BBS PIPE SUPPORTS-SLEEPER DETAILS BBS PIPE SUPPORTS-SLEEPER DETAILS BBS PIPE SUPPORTS (RECEIVER) INDEX SHEET PSPE SUPPORTS PIPE SUPPORTS-FOUNDATION DETAILS BBS PIPE SUPPORTS PIPE SUPPORTS-FOUNDATION DETAILS BBS PIPE SUPPORTS PIPE SUPPORTS-FOUNDATION DETAILS BBS PIPE SUPPORTS PIPE SUPPORTS-FOUNDATION DETAILS BBS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS-TRUNNION PIPE SUPPORTS PIPE SUPPORTS-FOUNDATION DETAILS BBS PIPE SUPPORTS PIPE SUPPORTS

Phase: DD

Rev# A A A A A A A A A A A A A A A A A A A A A A A A A A A A A

Current Revision Detail Date: Status: 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB- 11 AFC 27-FEB- 11 AFDD 27-FEB- 11 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB- 1 1 AFC 27-FEB- 11 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27.FEB- 1 1 AFC 27-FEB-11 AFC 27-FEB- 11 AFC ~ ~ L F E B - 1~ AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB-11 AFC 27-FEB-11 AFC AFC 27-FEB-11 AFC 27iFEB-l 1 AFC 2 7 1 ~11~ ~ - AFC ~ ~ J F E B1- 1 AFC ~ ~ J F E1B - ~ AFC

p p

Rev# 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Earlier Revision Detail Date: Status: 26-FEB-11 IFC 26-FEB- 11 IFC 26-FEB-11 IFC 26-FEB-11 IFC 26-FEB- 1 1 IFC 26-FEB-11 SFC 26-FEB- 11 IFC 26-FEB-11 IFC 26-FEB-11 IFC IFC 26-FEB- 11 26-FEB-11 IFC IFC 26-FEB-11 26-FEB-11 IFC IFC 26-FEB-11 26-FEB- 11 SFC 26-FEB-11 IFC 26-FEB- 11 IFC 26-FEE-1 1 IFC 26-FEB-11 IFC IFC 26-FEB-11 26-FEB- 1 1 IFC 26-FEB- 11 IFC 26-FEB-11 IFC 26-FEB-11 IFC 26-FEB-11 IFC 26-FEB-11 IFC 26-FEB- 1 1 IFC 26-FEB- 11 IFC 26-FEB- 1 1 IFC Page 6 of 7

Document Control Index Index DOC.NO.:


Job No. : PAP00405 Job Title : Nimr Sludge Pits System upgrade - FED & DD

-

-

Discipline Code: Civil Item# Document No 170 NIM-2-5772-053-DQ 171 NIM-2-5772-054-DQ 172 NIM-2-5772-055-DQ 173 NIM-2-5773-00 1-DQ 174 NIM-2-5774-00 1-DQ 175 NIM-2-5774-002-DQ 176 NIM-2-5774-003-DQ 177 NIM-2-5774-004-DQ 17 8 NIM-2-57 7 4 179 NIM-2-5774-006-DQ 180 NIM-2-5775-001-DQ 181 NIM-2-5775-002-DQ 182 NIM-2-5775-003-DQ 183 NIM-2-5775-004-DQ 184 NIM-2-5775-005-DQ 185 - NIM-2-5775-006-DQ 186 NIM-2-5775-007-DQ 187 NIM-2-5775-008-DQ 188 NIM-2-5775-009-DQ 189 NIM-2-5775-0 10-DQ 190 NIM-2-5775-011-DQ

Report printed on: September 6, 201 1 9:24 AM

Size A3 A3 A3 A3 A1 A4 A1 A3 A1 A3 A1 A3 A4 A3 A4 A1 A3 A4 A1 A3 A4

Phase: DD

Current Revision Detail Earlier Revision Detail Description: Date: Rev# Status: Rev# Status: Date: PIPE SUPPORTS-SLEEPER DETAILS A 27-FEB- 11 AFC 0 26-FEB-11 IFC BBS A 27-FEB- 11 AFC 0 IFC 26-FEB-11 A PIPE SUPPORTS 'U' BOLT(P1PE NOT GRIPPED) 27-FEB-11 AFC 0 26-FEB- 1 1 IFC A CIVIL DETAILS SPILL PIT & HARD STRAND 27-FEB-11 AFC 0 26-FEB- 11 IFC A CIVIL DETAILS DRAIN PIT 27-FEB-11 AFC 0 IFC 26-FEB-11 BBS A 27-FEB- 11 AFC 0 IFC 26-FEB-11 A CIVIL DETAILS FLANGE PIT 27-FEB-11 AFC 0 26-FEB-11 IFC A CIVIL DETAILS HARD STAND ~ ~ L F E B - 1~ AFC 0 IFC 26-FEB- 11 A AFC 026-FEB-11 IFC CIVIL 0 DETAILS 0 5 FLANGE - PITD Q - 27-FEB-11 A CIVIL DETAILS COLLECTION PIT 27-FEB-11 AFC 0 26-FEB-11 IFC A STRUCTURAL STEEL DETAILS PLATFORM MK'D P1 2 7 f ~ ~ ~ - l l AFC 0 IFC 26-FEB-11 A CIVIL DETAILS PLATFORM FOUNDATION MK'D PF1 27-FEB-11 AFC 0 26-FEB- 11 IFC A BBS 27-FEB- 11 AFC 0 26-FEB- 1 1 IFC A CIVIL DETAILS STAIR FOUNDATION MK'D SF1 27-FEB-11 0 AFC 26-FEB-11 IFC A BBS 27-FEB-11 0 AFC IFC 26-FEB-11 A STRUCTURAL STEEL DETAILS PLATFORM MK'D P 1 27-FEB-11 0 AFC 26-FEB-11 IFC A CIVIL DETAILS FOUNDATION DETAILS MK'D PF 1 27-FEB-11 0 AFC 26-FEB-11 IFC BBS A 27-FEB-11 AFC 0 26-FEB-11 IFC STRUCTURAL STEEL DETAILS PLATFORM MK'D P2 A 27-FEB- 11 AFC 0 26-FEB- 11 IFC CIVIL DETAILS STAIR FOUNDATION MK'D SF 1 A 27iFEB- 11 0 AFC 26-FEB-11 IFC BBS A ~ ~ J F E1B1 0 AFC 26-FEB-11 IFC p p

Page 7 of 7

FENCE

I

ACCESS PLANT NORTH

EXISTING OBM CUTTINGS

WND SOCK DETAIL BENCH MARK DETAIL STAIR FDN. SF1 PLATFORM FDN. PFl PERSONNK GATE TTPE-22 IMAIN GATE W E - 7 UHARDSTAND PIG LAUNCHEA

\

2 1846 W 2 2 1.346 W 1 2 1844 0 0 4 2 1844 W 2 2 1625 0 2 2 sm 2 1625 007 NIM 2 11343 WI NIM NIM NIM NIM SlD

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3 3 3

C O ~ ~ C T N O C3110606 .

by"----'- --13 1 ----

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DPIJ \

2 GRADE ELEVATION lDD.000 rn. IS EQUAL Ti-E HDU) ABOVE M.S.L 1. ALL DIMENSIONS ARE IN MILLIMETERS. NOTES

WASTE MANAGEMENT YARD

MASTER DRAWNG REYISION

IN

CASE OF D E ~ ~ T I D N SYARKED

__--

PRW N O .

-

PAIPOMOS

.__--

.uu

- -A*-_- --

UP PRIN? SHALL BE SENT TO COASTAL D ~ G NDFFXCE

GCS y

i

---

ZP KBR .-

omr?a,

I

-

AWOWII FOR W5TSVCTKEl FOR MYYDITS

GSB ISSUED

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DP/ZBNI RE/if+4 1 1

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PROJECT DRAWNG RMSlON

IN CASE OF D ~ R O N SA YARKED UP

----- IF.07.DOl.l ME. 2 1 -----.

D L I L ~ ~

REFERENCE DRAWINGS

1

mn

MJ

BE

m TO-y:,l:4op

:NIMR

,FOUNDATION LOCAllON PLAN

- - 1 ~ 1 - 1mr

:NEW SLUDGE COLLECTlON PIT SITUATED IN WASTE MANAGEMENT YARD

PARSONS Rle name: W. \2-CIVIL\C-310606(EUC)\PAIP\PAIPOMO5DO\LAUNCHER

P~JECT rnDYWLNF

, ,C T

rn

N'M

ax-

Ogg2 0°'

AREA\2D992W1DQ.dwg-GCS-27/02/11-10:

1-

m m

=. A

00: 0 3

1

1

1

.

1.0 GENERAL NOTES 1.1

1.2 1.3

ALL WORK S H A U BE CARRIED OUT IN ACCORDANCE WITH CONSTRUCTION CONTRACT AND / OR ClVlL AND BUILDING CONSTRUCTON SPECIFICATIONS SP-1279 AND GUIDE TO CONCRETE CONSTRUCTON SP-1282.

4.6

HOT-ROLLED DEFORMED HIGH-YIELD BARS GRADE 460 WIM A SPECIFIED CHARACTERISTC STRENGTH OF 460 N/mm2 SHALL BE USED AS REINFORCEMENT FOR ALL CONCRETE WORKS. HOT-ROLLED MlLD STEEL BARS GRADE 250 WITH A SPECIFIED CHARACTERISTIC STRENGTH OF 2 5 0 N/mmz SHALL BE USED WERE SPECIFIED.

ROCK FILL

ALL DIMENSIONS ARE IN MIWMETERS EXCEPT FOR PlPE SIZES WHICH ARE SHOW IN INCHES. ALL ELEVATIONS ARE IN METERS AND RELATED TO DATUM ELEVATION OF 100.000

2 . 0 EXCAVATION, TRENCHING AND BACKFILL 2.1

ALL EDGES OF EXPOSED AND BURIED CONCRETE MEMBERS SHALL H A M CHAMFER OF APPROXIMATELY 25rnm.

4.7

BACKFILL FOR FOUNDATIONS, WALLS, TRENCHES AND SITE GRADING SHALL BE PLACED IN EVEN LAYERS (SUCH THAT COMPACTED THICKNESS DOES NOT EXCEED 150mrn) AND M E FULL WIDM OF M E FORMATION. THE FILL S H A U BE GRADED AS SHOWN BELOW. BS SElVE SIZE 50.00 rnm 9.50 rnrn 5.00 mrn 2.00 rnrn 425 u r n 75 urn

% PASSING BY WEIGHT 100% 60%-100% 50%-85% 40%-70% 25%-45% 8%-15%

ALL FILL MATERIAL INCLUDING SUBGRADE AND VERGES SHALL BE COMPACTED TO 95% OF M E MAXIMUM DRY DENSITY OBTAINED IN M E MODIFIED AASHTO COMPACTION TEST. 2.2 ALL UNDERGROUND CABLES EXCEPT EARTHING CABLES SHALL BE LAlD AT A MINIMUM DEPTH OF 600rnm. 2 3 INSTRUMENTATION CABLES SHALL NOT BE LAlD IN THE SAME TRENCH WITH POWER AND LIGHTING CABLES. 2.4 ALL BURETCABLES SHALL BE LAID-MC3CH A W A i K T THE U N G MATERIAL WITHIN lODmrn FROM THE CABLES SHALL BE FREE OF STONES OR OTHER MATERIALS WHICH MAY DAMAGE M E CABLES. SUITABLE FIU, SUCH AS CLEAN SMALL-GRAINED SAND SHALL BE USED FOR M I S PURPOSE. THE CABLES S H A U BE PROTECTED BY SUITABLE SLABS OR TILES WHICH SHALL FORM A CONTINUOUS BUT REMOVABLE COVERING 20Dmrn ABOVE THE HIGHEST CABLE. 2.5 WHERE CROSSING OF INSTRUMENTATION YnTH POWER AND LIGHTING CABLES IS UNAVOIDABLE,INSTRUMENTATION CABLE SHALL BE LAID ABOVE AND SHALL BE KEPT AT A MINIMUM DISTANCE OF 750mm FROM POWER AND LIGHTING CABLES.

NOMINAL COVER TO ALL REINFORCEMENT (INCLUDING LINKS) UNLESS SPECIFIED OTHERWISE SHALL BE

1) FOUNDATIONS, COLUMNS, BEAMS, SLABS AND WALLS IN CONTACT - 5 0 mrn WITH SOlL OR EXPOSED TO WEATHER.

4.8

- 4 0 mrn

3) BUILDING FLOOR SLABS & ROOF SLABS

- 2 5 mrn

3.2 3.3

3.4

4.9

1: -

x

10 - 3;

RAD

RADIUS

BOTTOM FACE

REV

REVlSlON

STYROFOM OR OTHER INSULATING MATERIAL

BOC

BOTTOM OF CONCRETE

SCHED

SCHEDULE

BOS

BOTTOM OF STEEL

SECT/SEC

SECTION

FIBRE MAT OR BUILDING PAPER

t

CENTRE UNE

SP

SLIDING POINT

CTC

CENTRE TO CENTRE

STGD

STAGGERED

CONC

CONCRETE

TF

TOP FACE

DIA

DIAMETER

TOC

TOP OF CONCRETE

DRAWING

TOG

TOP OF GRATING

EACH FACE

TORC

TOP OF ROUGH CONCRETE

ELEVATION

TOS

TOP OF STEEL

ES

EVENLY SPACED

TYP

W l CAL

FF

FAR FACE

FFL

FINISHED FLOOR LEVEL

FP

FIXED POINT

DWG

IXI@ DO

EL

POCKET OR RECESS ELECTRICAL TRENCHES

5.2

5.1

/

FDN

ELEV

/

FOUND

FOUNDATION

GRD

GRADE LEVEL

FENCE

GL

GROUND LEVEL

HP

HlGH POINT

ID

INSIDE DIAMETER

LG

LONG OR LENGTH

LP

LOW POINT

MK

MARK

MKD

MARKED

NF

NEAR FACE

rJ

DIAMETER

PlPE OR SLEEVE

BAR MARK BAR W E AND DIAMETER (x-HIGH YIELD BARS) NUMBER OF BARS REQUIRED

DRG

ELEVATION

ANCHOR BOLT APPROX. SPACING OF BARS

/

EF

HOLE

2001

BEFORE POURING CONCRETE, M E FIELD SHALL MAKE PROVlSlON FOR M E INSTALLATION OF A U UNDERGROUND SERVlCES AFFECTED BY THE FOUNDATIONS.

CONSTRUCTION JOINT WATERSTOP

ALL ANCHOR BOLTS AND NUTS SHALL CONFORM TO A 307-8 OR DIN 267 4.6 OR BS 9 7 0 070 M20 UNLESS SPECIFIED OTHERWISE. ALL WASHERS SHALL BE ACCORDING TO BS 4320. ALL THREADING SHALL BE IS0 METRIC THREAD CONFORMING TO BS 3643.

SPAN DIRECTION

ALL PROJECTIONS OF HOLDING DOWN BOLTS (ANCHOR BOLTS) ARE TAKEN FROM TOP OF ROUGH CONCRETE.

MATERIAL ITEM

STYROPOR OR SIMILAR APPROVED MATERIAL FOR FORMlNG THE (ANCHOR)' BOLT POCKETS SHALL BE SECURED AGAINST ANY MOVEMENT DU'RING CONSTRUCTION AND REMOVED AS SOON AS M E CONCRETE IS SET.

I

A 0

GROUT MORTAR S H A U CONSIST OF ONE PART OF ORDINARY PORTLAND CEMENT AND TWO PARTS OF SAND WIM WATER CEMENT RATIO NOT EXCEEDING 0.4.

A LAYER OF BUNDING CONCRETE 5Ornrn THK SHALL BE PLACED UNDER ALL FOUNDATIONS. BLINDING CONCRETE SHALL H A M A CHARACTERISTIC STRENGTH OF 10 ~ / r n r n AT ~ 2 8 DAYS.

GROUT MORTAR S H A U H A M A MINIMUM COMPRESSIVE STRENGTH OF 4 0 N/mrn2. WHERE REQUIRED AND INDICATED ON M E DRAWINGS. A NON-SHRINK GROUT SHALL BE PREPARED AND APPLIED STRICTLY' IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.

27.02.11 26.02.11

REV

GCS GCS DRAWN BY

DATE

& $1APPROVED FOR CONSTRUCTION KBR TEAML

GSB ISSUED FOR COMMENTS J.ENG.

PROJ. ENG.

PARSONS File name: W: \ 2 - C l ~ l L \ C - 3 1

SIGNATURE

WBS No.

DESCRIPTION

P D 0 APPROVAL

CHECKED

IN CASE OF DEVIATIONS A MARKED UP PRINT SHALL BE SENT TO THE PROJECT ENGINEER SCALE : CAD DRAWING

/

AREA

hlla A D :IUIIVI~

SUBAREA

:

NIMR SLUDGE PIT SYSTEMS CONCRETE STRUCTURE

( LL)441 &Ul- J ~ w J ~ WorleyParsons - Arabian Industries (JV) DEscRlpnoN , GENERAL NOTES, LEGEND PAIP00405

OSE/28N OSE/28N

IN.09.011 IN.09.011

PROJECT DRAWING REVISION

DRWG.T/PE

I CONTRACT NO. : C3110606 1 PROJ. NO. :

APPROVED FOR CONSTRUCTION

L

1

GROUTING

A N CONCRETE WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH CODE OF PRACTlCE FOR M E STRUCTURAL USE OF C0NCRETE:BS 8110 INCLUDING ALL RELATED CODES FOR PLACING, MIXING, CURING AND TESTING.

FOR ALL CONCRETE WORKS, ORDINARY PORTLAND CEMENT TO BS EN 197 SHAU BE USED, UNLESS OTHERWISE SPECIFIED. MAXIMUM FREE WATER CEMENT RATIO SHALL BE 0.45 MlNlMUM CEMENT CONTENT FOR 20mrn AGGREGATE SHALL BE 3 7 0 kg/m3. FOR 40rnrn AGGREGATE S H A U BE 3 4 0 kg/rnJ.

POLYTETRAFLUORETHWNE

LEGEND FOR REINFORCEMENT OF HOT-ROLLED MlLD STEEL AND HOT ROLLED DEFORMED HlGH YIELD STRESS BARS.

4.1

4.4

PTFE

GRADE

5.0 ANCHOR BOLTS

ALL CONCRETE WITH M E EXCEPTION OF BUNDING CONCRETE SHALL OF GRADE AS SPECIFIED IN M E RESPECTIVE DETAILED DRAWINGS AND SHALL NOT BE LOWER THAN GRADE 3 5 CONCRETE WITH 'CORTEC MCI 2005' CORROSION INHIBITOR AT A RATE OF 0.6 lit/rrS OR EQUIVALENT. MIXING SHALL BE AS PER MANUFACTURER INSTRUCTIONS.

ALTERNATE APPROXIMATE

GRATING

* - SPECIFIED TO THE NEAREST 2 5 rnrn.

4.0 CONCRETE

4.3

ALT APPROX

INSTRUMENT TRENCHES

ALL GROUTING REQUIRES PRIOR APPROVAL BY ENGINEER BEFORE GROUTING. M E SURFACE SHALL BE CLEANED AND SOAKED WITH WATER.

4.2

OUTSIDE DIAMETER

BT F

CHEWER PLATE

m

THE FOUNDATIONS FOR BUILDINGS, EQUIPMENT, STEEL STRUCllJRES AND PlPE SUPPORTS WHEREVER SPECIFIED ON DRAWINGS SHALL BE LAlD ON 2 COATS OF FOSROC'S 'NITOCOTE P E 1 3 5 ' GLASS MAT SPREAD OMR BUNDING CONCRETE. M E SIDES AND TOP OF CONCRETE FOUNDATION IN CONTACT WITH SOlL AND UPTO 250mm ABOVE GRADE SHAU BE APPUED WTH FOSROC'S 'NITOCOTE P E 1 3 5 ' IN 2 COATS WITH EACH COAT MEASURING 600 MICRON THICKNESS.WHILE M E FIRST COAT IS STILL WET, APPLY 120-150 gsm GLASS MAT ON THE SURFACE AND ROLL OVER TO ENSURE M E MAT IS FULLY EMBEDDED. MASTER SEAL 550 MANUFACTURED BY DEGUSSA OR ANY OTHER PDO APPROVED EQUIVALENT IN PLACE OF 'NITOCOTE P E 135'. APPLICATION SHALL BE AS PER RESPECTIVE MANUFACTURER'S INSTRUCTIONS.

BEFORE CASTING FOUNDATIONS, ANY IMMEDIATE OR ADJACENT AREAS OF DISTURBED OR SOFT SOlL MUST BE REMOVED AND REPLACED N T H MASS CONCRETE OF GRADE 10. ALL EXPOSED PORTIONS OF FOUNDATION CONCRETE AND INSIDE SURFACES OF RCC PITS, WHEREVER NOT SPECIFICALLY SPECIFIED, SHALL BE COATED WITH 'FOSROC D E K G U A R D S' OR EQUIVALENT.

OD

DENOTES

BLINDING LAYER 50 rnm THK.

SLOPE

UNLESS NOTED OMERWISE ON THE DRAWING FOLLOWNG MINIMUM LAP LENGMS SHALL BE USED.

3.0 FOUNDATION WORKS 3.1

ANCHOR BOLTS

AB

WELL GRADED COMPACTED SAND

2) COLUMNS. BEAMS AND WALLS NEITHER IN CONTACT WITH SOlL NOR EXPOSED TO WEATHER.

ABBREVIATIONS

ABBREVIATIONS

LEGEND

4.5

I

:

AND ABBREVIATIONS

1

0

1

No.

16

1

I

3

2

5

4

6

7

-1 r - v

(j

**

Petroleum Develo~rnent Oman DRWG

AREA CODE

SERIAL NUMBER

ENG SECT I

I I

PROJ DWG REV. CODE SlZE

SHEET

I

NIM 2 1841 001

O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ L A U N C H E R AREA\^^ 8 4 1 0 0 1 -DQ.dwg-GCS-27/02/1

1-10: 00: 04

1.0 GENERAL NOTES.

6.0 ERECTION

1.1 ALL WORKS SHALL BE CARRIED OUT IN ACCOROANCE WlTH CONSTRUCTION CONTRACT AN0 / OR CONSTRUCTION SPECIFICATION SP-1279.

6.1 ERECTION ON CONCRETE FOUNDATION SHALL NOT COMMENCE WlTHlN 7 DAYS OF POURING THE CONCRETE FOUNDATIONS AN0 ONLY IF THE CONCRETE HAS ACOUIREO SUFFICIENT STRENGTH.

1.2 ALL DIMENSIONS ARE IN MILUMETRES EXCEPT FOR PlPE SIZES WHICH ARE SHOWN IN INCHES. 1.3 ALL ELEVATIONS ARE IN METERS AN0 RELATED TO DATUM ELEVATION OF 100.000

2.0 STRUCTURAL STEEL MATERIAL 2.1 STEEL STRUCTURE SHALL BE FABRICATED IN ACCOROANCE WITH GOOD WORKING PRACTICE, MATERIALS, WORKMANSHIP AND TESTING GENERALLY S H A U COMPLY WITH BS 5950 PART-1,2000. 2.2 STRUCTURAL STEEL SHALL COMPLY WlTH THE FOLLOWING MATERIAL REQUIRMENT. GRADE S275 JR COMPLYING MTH BS EN 10025 PART 1 & 3. 2.3 STRUCTURAL STEEL SHALL COMPLY MTH THE REQUIRMENT OF BS 5950, PART-1, IN ADDITION STRUCTURAL STEEL HOT ROLLED SECTIONS SHALL COMPLY WlTH THE REQUIRMENTS OF BS 4 PART-1,1993 AND PART-2,1969 AND FOR ANGLES BS EN 10056-1:1999 (METRIC DIMENSIONS). PIPES USED FOR STRUCTURAL PURPOSE SHALL COMPLY WITH ASTM A 106 GRADE B, OR AS SPECIFIED ON THE DRAWINGS.

LEGEND

3.2 MILD STEEL BOLTS, NUTS AND WASHERS SHALL COMPLY WITH M E REQUIREMENT OF BS 5950 PART-1.0s 4190 AND BS 4320. 3.3 WASHERS ARE TO BE PROVlDED UNDER ALL NUTS ON BEVELLED SURFACES SOUARE TAPER WASHERS OF 5 m m MEAN THICKNESS SHALL BE PROVlDEO UNDER NUT OR HEAD AS APPROPRIATE.

4.0 WELDING 4.1 WELDING USEO IN THE FABRICATION WORK IS TO BE BY THE METALLIC ARC PROCESS USING ELECTRODES COMPLYING MTH THE REQUIREMENTS OF BS 639.THE WHOLE OF THE WORK IS TO BE IN ACCORDANCE WITH THE REOUIRMENTS LAID DOWN IN BS 5950 AND 5135. 4.2 M E ENDS OF ALL STANCHIONS AND POSTS TOGETHER WlTH GUSSETS WHERE PRESENT AN0 ALREADY WELDED ON, SHALL BE MACHINED SO M A T THE WHOLE AREA IS IN DIRECT CONTACT WlTH M E BASE, BEARING OR CAP PLATE, SUCH PLATES BEING TRULY AT RIGHT ANGLES TO THE STANCHION AXIS OR AS OTHERWISE SPECIFIED ON THE DRAWING. 4.3 MINIMUM SlZE OF WELD SHALL BE 6 m m UNLESS SPECIFIED.

HOLE

LEVELS-FOR STANCHIONS AND COLUMN BASE PLATES. PLUMB OF STANCHIONS, POSTS, ETC STRAIGHTNESS OR BOW OR OUT OF SOUARENESS OF SECTIONS AFTER ERECTION.

7.0 HOT-DIP

I I 1

0.1 % OF HEIGHT, BUT NOT MORE THAN *5 m m OVERALL

I

NOT MORE THAN THE ROLLING TOLERANCES AS GlMN IN BS 5950 PART 2: 2001

M m I C BOLT AND DIAMETER

MKD

MARKED

BOS

BOrrOM OF STEEL

NF

NEAR FACE

6F

BOTH FACES

pl

DIAMETER

$

CENTRE UNE

CTC

CENTRE TO CENTRE

CONC

CONCRETE

OD

WTSlDE DIAMETER

DlA

DIAMETER

PLT

PLATE

DRAMNG

PTFE

POLrnARUORETHYLENE

DETAIL

PS

PlPE SUPPORT

ELEVATION

RAD

RADIUS

FAR FACE

REQD

REQUIRED

FIXED PMNT

REF

REFER

FOUNDATION

SCHED

GALV

GALVANIZED

SECT

HSFG BOLTS

HlGH STRENGTH FRlCllON GRIP BOLTS

SP

SLIDING PMNT

STGD

STAGGERED

HlGH STRENGTH BOLT (A325 OR EQUIVALENT)

MK

THICK

TOG

TOP OF GRAllNG

TOS

TOP OF SlEEL

TYP

MPlCAL

WP

WORKING POINT

/

DWG

6.4 M E STEELWORK SHALL BE ACCURATELY ERECTED WlTHlN M E FOLLOWlNG TOLERANCE. f l O m m OVERALL BUILDING BUT NOT MORE M A N f 5 m m IN ANY ONE 5 METER BAY

M 20

ALTERNATE

DENOTES

ALT

GRATING

6.3 THE CONTRACTOR SHALL ENTIRELY BE RESPONSIBLE FOR THE STABIUTY OF THE STEELWORK DURING ERECTION AND HE SHALL ARRANGE FOR ALL TEMPORARY GUYING, BRACING AND SUPPORTS TOGETHER WITH ANY ADDITIONAL TACK BOLTS NECESSARY FOR THE STABILITY' OF THE STEELWORK UNTIL FINAL BOLTING UP.

SEmNG OUT-PLAN DIMENSIONS

ANCHOR BOLTS

AB TEAR PLATE

6.2 THE CONTRACTOR SHALL PROPERLY AUGN EACH PART OF THE STRUCTURE BEFORE MAKING THE FIELD CONNECTIONS.

3.0 BOLTING 3.1 BOLTS AN0 NUTS S H A U H A M IS0 - METRIC COARSE THREAD.

ABBREVIATIONS

DRG

DET POCKET OR RECESS

EL

/

ELEV

FF FP

ELEVATION

FDN FENCE

""" GRADE

HSB ANCHOR BOkT

/

FOUND

-INSIDE DIAMETER LONG OR LENGTH

PlPE OR SLEEVE

5.2 SOU0 FLOORING SHALL BE MADE OF TEAR PLATE (DURBAR OR EQUIVALENT).

7.1 THE SURFACE OF ALL STEEL DESCRIBED AS GALVANISED ARE TO BE THOROUGHLY AN0 EVENLY COATED. THE AVERAGE WEIGHT OF THE ZlNC LAYER SHALL BE 610g/m2 OF GALVANIZED SURFACE.

5.3 CHEOUEREO PLATE SHALL NOT BE USEO FOR PLATFORMS IN OIL AND GAS PROCESSING PLANTS. HOWEVER CHEQUERED PLATE FLOORING IS PERMITTED TO BE USED AS TRENCH COVERING WlTHlN CONTROL BUILDINGS AN0 ELECTRICAL SUBSTATIONS.

SCHEDULE SEC

xcnm

FILLET WELD-WELD SlZE FIELD WELD

7.2 ALL DAMAGE0 GALVANIZED SURFACES AND ALL EDGES EXPOSED BY CUTTING AFTER GALVANIZING SHALL BE TREATED WITH TWO COATS OF ZlNC PAINT SPRAYED IN ACCORDANCE WlTH BS EN IS0 1461-1999.

WELD ALL ROUND FULL PENETRATION WELD W E GROVE B E K L WELD.

8.0 CORROSION PROTECTION

i

8.1 CORROSION PROTECTION FOR STRUCTURAL STEEL SHALL BE IN ACCOROANCE WlTH CONSTRUCTION SPECIFICATION SP-1279 PART N ClVlL AND BUILDING CONSTRUCTION SPECIFICATION, PAINTING AND DECORATING. FOR ALL STEEL STRUCTURES WlTHlN OIL & GAS PLANT SHALL BE AS PER SP-1246.

GRATING SPAN


9.0 EARTHING CONNECTIONS 9.1 PROVlOE EARTHING BOSS FOR ALL COLUMNS AN0 STAIR STRINGERS RESTING ON GROUND / FOUNDATIONS. THE EARTHING BOSS DETAILS SHALL CONFIRM TO -4 ORG NO. STD-4-0305-01-

/

MATERIAL ITEM

GALVANIZING

5.0 FLOORING AND GRATING 5.1 STAIR TREADS SHALL BE OF HOT DIP GALVANIZED GRATING.

SQUARE

/SQ

A 0

lREv1

27.02.11 26.02.11

GCS GCS

DAE

I

I 1-1

-

KBR

d $ APPROVED FOR CONSTRUCTION GSB ISSUED FOR COMMENTS

DyYw

DESCRIPTION

IN.09.011 IN.09.011

OSE/28N 0SE/28~

WBS No. P D 0 APPROVAL

CHECKED


I

5.4 FOR OPEN FLOORING GALVANISED GRATING SHALL BE USEO. M E MAIN BARS OF THE GRATING SHALL BE 25x5mm MINIMUM AT A CENTRE UNE SPACING OF 3 3 mm. LATERAL RESTRAINT SHALL BE PROVlDEO BY 6 m m SQUARE TRANSVERSE BARS AT A SPACING OF 3 3 mm, WELDED INTO THE UPPER EDGE OF THE MAIN BARS. FIXING MATERIAL SHALL BE HOT DIP GALVANIZED TO BS EN IS0 1461:1999 DRWG.TYPE

PARSONS File n a m e : W: \2-CIVIL\C-31

:

O~O~(EMC)\PAIP\PAIPOO~O~_DQ\LAUNCHER AREA\21841002-DQ.dwg-GCS-27/02/11-10:

00: 0 5

PLATFORM MEMBER

BOTTOM OF TOE PLATE

TYPICAL HANDRAlLlNG OUTER BEND SECTION C-C B - FlANGE MDTH OF STRINGER

SECTION E-E CLOSE PLATE

SECTION D-D

g - GAUGE DISTANCE

TYPICAL HANDRAlLlNG CONNECTION TYPE - B

TYPICAL HANDRAlLlNG CONNECTION

TYPICAL HANDRAILING CONNECTION

g

-

GAUGE DISTANCE

RAWNG IS ONLY MPlCAL A U STAIRS AN0 HANDRAILING TO M E EXACT DRAWN OUT BASED ON THESE DETAILS

DRWG.TYPE

PARSONS File n a m e : W: \ 2 _ C l V l L \ ~ - 3 1

:

STRUCTURAL STEEL DETAILS

~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O ~ ~ ~ ~ _ D Q \ L A U AREA\21841003-DQ.dwg-GCS-27/02/11-10: NCHER

00: 06

/

FIXING CLAMP REFER NOTE-1

6rnrn TWlSTED

FLAT 20x5-100 LG

\

FLAT 2 5 x 5 1

(W)

SECTlON D-D

6 m m TWlSTED SQUARE BAR

(W)

240

1 3 . 5 ~ 3 0SLOTTED HOLE FOR

0-.

0

0 2 4 0 x 8 0 ~ 1 0M K PLT WELDED TOLIXATING

SECTION A-A

SECTION B-B

-

FLAT 2 0 x 5 WELDED TO BEAM

-. ""\

GRATING

6mrn TWlSTED SQUARED BAR

MDM

I

PLATFORM BEAM

1

I

TYPICAL GRATING TREAD

I

MAX

PLAN TYPICAL PLATFORM GRATING

SECTION C-C

\c

8

ma 7 A 2 -

APPROVED FOR CONSTRUCTION A 0 MOTH

27.02.11 26.02.11

GCS GCS

REFER NOTE-2 REV

PLAN

DRAWN

DATE

BY

/R -G KBR

TEAML.

9.

OSE/28N OSE/28N

IN.09.011 IN.09.011

APPROVED FOR CONSTRUCTION GSB ISSUED FOR COMMENTS J.ENG.

PROJ. ENG.

SIGNATURE

WBS No.

DESCRlPnON

P D 0 APPROVAL

CHECKED

P R O J E C T D R A W I N G REVISION ( LLU) $$I d b u l - 3pJ4 SENT TO THE PROJECT ENGINEER WorleyParsons Arabian Industries (JV) . IN CASE OF DEVIATIONS A MARKED UP PRINT SHALL BESCALE : NTS CAD DRAWING

-

TYPICAL WALKWAY GRATING CONTRACT NO. :

C3110606

PROJ. NO. :

PAIP00405

:

suBAREA

:NIMR SLUDGE PIT SYSTEMS

NOTES 1. EACH GRATING PANEL TO BE FIXED TO FLOOR BEAMS BY MEANS OF ATLEAST 4 CLAMPS (IN CASE OF VERY LARGE PANELS MIN 4 C M M P S / ~ ~ )GALVANISEO. 2. AFTER COMPLEllDN OF GRATING PANELS & GRATING TREADS TO BE HOT DIP GALVANISED (610 g/m2)

I

REFERENCE DRAWINGS 1. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS. - - NIM -2-1841 -002-CN-3

DRwG.TypE

DEscRtpnoN I

I

P A R S O N S F i l e name: W: \2-CIVIL\C-31

NlMR

AREA

No.

Bb

16

'8'

:STRUCTURAL STEEL DETAILS :TYPICAL GRATING AND TREAD DETAILS

1

0

-1

3

L

I

5

4

6

7

(j Petroleum Development Oman

AREA CODE

DRWG

2

ENG SECT

SERIAL NUMBER

SHEET

PROJ DWG REV. CODE SIZE

NIM 2 1841 I

I

O ~ O ~ ( E M C ) \ P A I P \ P A I P O ~ ~ O ~ _ D Q \ L A U N C HAREA\21841004-DQ.dwg-GCS-27/02/11-10: ER

00: 07

BAR

SHAPE

CODES

00

15

23

24

U

L = A

L=hmXxIDcGTHS

AkB~Ph(Rtki) L At&O U R - 1 2 d

AkC>PL(8/2+54) B 2WZd L = AtO.5iEtC-1 Ed

A h C l L = AtC-4d

C2P L = AtBtC-a%-d

AkC,P L = AtBtC-r2d

A&D,P L AtBtCtC-1 5 - S d

-

AkB2P L = AtB-0 S r d

AdCLP L = AtC

AkC2P L = AtBtC-r-2d

C> W 2 d AhD2Pk(C/B%) L = MBtCtD-15-Sd

A&C2P L = AtBtC-r-Zd

L = AtBtC

C 2 P, B/Zt5d L = at17 W X - 4 d

ALE>? L = AtBtCtE-0 5 - d

AkE2P L = AtBtCtE-a5-d

AhD2P L = AtBtCtD-r-2d

27

w h&B,P LI AtBtE

l-4

-

D 3 Y AkC>P L = AtBtC

A&C,P L AtBtC-as-d

46

-

-

AkD2P L AtBtCtD-15-3

75

51

C

C

A

ACE>?

A&[>?

A&E>P

CkD2P L = AtZBtCtD-21-4d

C2 P B , &tZd L A t 1 148tZC-A2d

A 2P L AtBtCtE

-

AbBLP

-

I

-

A&C2P L AtCt(314

RM

C

EkF2P

-

-

CkD>P

-

A I P L 2(AtBtD)tE-r-2d

ALP L AtBtCtD-r-2d

B

-

A2P

A2P L U t B t C - 0 5-d

L = A+BtC+Dt5x+r-Zd

-

ALP 2(AtB)tC-r-2d

L

B \ 0

-

A&E P L AtZBtCtE

BAR SIZE

AkC2P L 3 AtBtC-r-Zd

AkE,P L = AtBtCtE-0 5 - d

MINIMUM END PROJECTON - P

r

OVERALL DIM

150' < 150' X (min 5d Straight) (min 10d Straight) TWO BENDS 6 12 11oa lloa 60 8 16 80 115' 115" 10 20 100 130 120' 12 24 120 160 125' 16 32 130 210 160 20 70 190 290 25 87 240 365 325 32 112 305 46 5 420 40 140 380 580 520 50 175 475 650 725 a - THE MINIMUM END PROJECTIONS FOR SMALLER BARS IS GOVERNED BY THE PRACTICALITIES OF BENDING BARS. d

-

AbC2P L AtBtC-r-Y

-

AkB2P L AtB-0 Sr-d

L

-

4AtlEd

AkD,P L = AtBtCtD-1%-2d

SKETCH

2

x=

6bta

SUB AREA

NOTES: 1. THE STEEL REINFORCEMENT GRADE SHALL CONFORM TO BS 4449. 2. THE BAR SHAPE CODES SHALL BE IN ACCORDANCE WITH BS 8666 :2005 UNLESS NOTED OTHERWISE.

&$I S ~-U JpJb\ sU Worle~Pa*sons- Arabian Industries (JV) L k 4 )

I CONTRACT NO. : C3110606 1 PROJ. NO. : PAIP00405 I

1

PARSONS F i l e name: W: \2-CIVIL\C-31

:

DRWG.?YPE

:

DEscR,,oN

:

NIMR SLUDGE PIT SYSTEMS -

No.

16

-

&"k

Petroleum Development Oman DRWG

S T A N D A R D B A R S H A P E C0D E S

(j

NO

AREA CODE

ENG SECT

SERIAL NUMBER

SHEET

,

PROJ DWG REV, CODE SIZE

NIM 2 1841 005 DQ 3 A

~~~~(EMC)\PAIP\PAIPOO~O~_DQ\LAUNC AREA\^^ H E R 841005-~~.dwg-GCS-27/02/11-10:

00: 1 0

DESCRIPTION

Petroleum Development Oman 1. CONTRACTOR SHALL REFER PIPING PLAN ,PRIOR TO FABRICATION, INSTALLATION OF PIPE SUPPORTS NOTES

AREA

SEN,,

SH.

P

S-

DRwG.,E

DESCRIPTION

:PIPE SUPPORTS (LAUNCHER)

DRWG

DRAW~NGNUMBER

REFERENCE DRAWINGS P A R S O N S F i l e name: W: \2-CIVIL\C-31

DESCRIPTION

:INDEX SHEETS

NO

AREA CODE

ENG SECT

SERIAL NUMBER

SHEET

PROJ DWG REV,

CODE SIZE

NIM 2 1842 001 DQ 3 A

O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ L A U N C H E RA R E A \ 2 1 8 4 2 0 0 1 -DQ.dwg-GCS-27/02/11-10:

00: 1 0

ELEVATION

SECTION

SECTION

B-B

C-C

PLAN SLIDING PLATE DETAILS

DEscRl~noN

3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR. 4. ALL CONNECIONS TO BE MADE USING 8mm CFW. 5. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2 NOTES I

I I

REFERENCE DRAWINGS I

P A R S O N S File name: W: \ 2 _ C l ~ l L \ C - 3 1

PIPE S U P P O R T S

DRWG.TYPE

:

DEscRlPmoN

:PS-051,

052, 053 & 054

I I NIM I

I

2 1842002DQ13IAI

O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ L A U N C H E RAREA\^^ 842002-DQ.dwg-GCS-27/02/11-10:

I

l l 00: 11

DESCRIPTION

INSERT PLATE DETAIL (8 Nos. REQD)

M. T. 0. QUANTITY UNITS

BLINDING CONCRETE

0.34

CONCRETE GRADE 35

2.63

CEMENT SAND GROUT

SAP No.

3

N.A. N.A.

32.35

rn 3 rn dm3

PROTECTION COATING

23.50

m2

N.A.

REINFORCEMENT STEEL

144.19

k9s

N.A.

N.A.

2

10 THK PLATE FLAT 25x6

0.20 3.60

rn m

1000062608 1000062571

10009 POLYTHENE SHEET

6.80

rn2

N.A.

0

+

-----

r11 1-11

PIPE SUPPORT

AFTER ALIGNMENT OF SLIDING PLATE.

REFERENCE DRAWINGS

** PS-052 **

PS-051

NIM-2-0992-001-DQ-1

PS-053 PS-054

TYP. POCKET DETAIL

8

NOTE:

*

+ GRD. ELEVATION

TOC ELEVATION

$

100.000

100.774

E 77.000

'Y' S 17.000

100.776

E 74.848

S 17.000

100.742 100.742

E 73.184 E 69.200

S 17.000 S 17.000

I

I

CO-ORDINATES

'X '

DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLATION.

7

SECTION B-B

SECTION B-B

( C - u -

(FOR PS-053 ONLY)

-Pz-

APPROVED FOR CONSTRUCTION A 0 1OOOg POLYTHENE SHEET

(W)

SECTION A-A

bb)$$Id b u l - $9wJb


27.02.11 26.02.11

GCS GCS

'Qv KBR TEAML

REV

DATE

DR BYA M

9-APPROVED FOR CONSTRUCTION GSB ISSUED FOR COMMENTS

IN.09.011 IN.09.011

JENG

CHECKED

OSE/28N OSE/28N PROJ ENG.

DESCRIPTION

SIGNATURE

WBS No P D 0 APPROVAL


3. 50mm COVER TO REINFORCEMENT, REINFORCEMENT TO B S 4449. 4. ALL CONCRETE SURFACES IN CONTACT WlTH SOIL AND TOP OF BLINDING CONCRETE SHALL BE TREATED WlTH THREE COATS OF "FOSROC NITOCOTE PE135" WlTH A DFT OF 600 MICRONS OR EQUIVALENT APPROVED.

PARSONS File name: W: \2-CIVIL\C-31

DRWG.TYPE

:

DEscRlPTloN

:PS-051 TO 054

I I O~O~(EMC)\PAIP\PAIPOO~O~_DQ\LAUNCHER AREA\21842003-DQ.dwg-GCS-27/02/11-10:

I

l

l

00: 1 2

40L) & - d l &lSL..dl. , , L ddJ LorleyParsons - ilrabian lndustrres (.I")

JOB NO.: PART ID.:

BAR BENDING SCHEDULE

PAIP00238 PRODUCTION STATION PS-051 TO 054

Document No.: Revision No.: Prepared by: Checked by: Date:

REF. DWG NO.: NIM-2-1842-003-DQ-3

Total MTO for Rebars. Dia. Of Bar T6 Length of Bar (m) Weight (Kgs) Total Weight (Kgs)

Designation PS-051 TO 054

T8

TI0

TI2

110.55

30.60

91.00

44.22

18.98

80.99

TI6

T20

NIM-2-1842-004-DQ-4 A GCS PNG 27.02.1 1

%y

T32

T25

w-

144 190

Length of No. of Total Bar Type Nos. Shape Bars in each Bar & code Reqd Mark Nos. each Size t

1 2 3 4 5 6 7 8

4 4 3 3 3 1 1 1

TI 2 TI0 T12 T12 T8 T12 T12 T8

2 6 8 2 16 8 2 18

8 24 24 6 48 8 2 18

1275 1275 -2100 1575 1675 2200 1675 1675

21 21 31 11 51 31 11 51

A'

B*

C'

D*

150 150 100 300 450 100 300 450 -

1000 1000 1300 1290 300 1400 1390 300

150 150 650

100

650

100

EIR*

--

--

-

-

-

.

-

-.

-

--

-

-

--

.

---

-

.-

-

- .-

-

--- -

-

- -.

.

--

-

--

. --

---

-

--

- ~-- .-

-

--

-

-

p p

-

--

-

--

-

n

-.

--

This schedule complies with BS 8666 . 2005 All dimensions are in mm Refer to Bar shape Code drawlng * Specified in multiples of 5 mm t Specified in multiples of 25 mm

-

-

-

-

M T O QUANTITY

UNITS

SAP No.

3" SCHEDULE 40 PlPE

1.22

m

10000515 4 0

RSC 1 4 0

0.40

m

1000080366

1 5 THK PLATE

0.05

m2

1000080265

8 THK PLATE

0.04

m2

1000062607

DESCRIPTION

TOS EL 101.094

*

NOTE:

DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLAllON.

= TOS EL 100.869

140x15 0 x 8 Thk. PLATE

!4Ox120x8 Tht. PLATE (NOT VALID FOR GUIDE SUPPORT)

1 1 1 7 4-23@ HOLES

I I I I

GRD EL 100.000

ELEVATION B

-

B

ELEVATION C

-

C

=

=

v

x?sm5

I

L$\

2 2 0 x 2 2 0 ~ 1 5THK BASE PLATE

SECTION A

-


A A 0

&$I

( b~u) ~ b u l$-4 ~ ~ & 4 REV WorleyParsons - Arabian lndurtries(~~)

I ALL DIMENSIONS ARE IN MILLIMETRES. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR PlPE SECTION TO API 5 L GR B. ALL CONNECTIONS TO BE MADE USING 5 m m CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2

CONTRACTNO.:

C3110606 -

1

PROJ.NO.:

-

-

PAIP00405

-

I

-

KBR

TEAML DATE

AREA

BY

OSE/28N OSE/28N

IN.09.011 IN.09.011

APPROVED FOR CONSTRUCTION $ ,/ GSB ISSUED FOR COMMENTS

PROJ. ENG.

J.ENG.

SIGNATURE

WBS NO.

DESCRIPTION

P D 0 APPROVAL

CHECKED

P R O J E C T DRAWING REVISION

t,i~)i

:

~n

IUIIVI17;

SLUDGE PIT SYSTEMS

No.

D

1

2

3

4

5

I

1

b

1

I

I

&,Vk

16

7

6

.$J&as> 44

Petroleum Development Oman AREA

SERIAL

S

SH.

P

S'

DRWG.TYPE

:

PIPE SUPPORTS

DEscRlmoN

:

PS - 0 5 5

DESCRIPTION DRAWlNG NUMBER


, w

IN CASE O F DEVIATIONS A MARKED U P PRINT SHALL B E SENT TO THE PROJECT ENGINEER SCALE : 1 : 20 CAD DRAWlNG

- -

I

NOTES

GCS GCS

27.02.11 26.02.11

I

AREA CODE

DRWG

I I NIM I

ENG SECT

SERIAL NUMBER

SHEET PROJ DWG REV. CODE SIZE

2 1842005~~13I~

I

P A R S O N S File name: W: \ ~ - C I V I L \ C - ~ ~ ~ ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ - D Q \ L A U N C H EAREA\21842005-DQ.dwg-GCS-27/02/11-10: R

I

l

l

00: 1 2

NUMBERS REQUIRED 1

REFERENCE DRAWING NIM-2-0992-001-DQ-1

FOUNDATION DESIGNATION PS-055

it

TOC EL.

100.150

6-T8-1-150 (T) 6-T10-2-150 (8) 6-T8-1-150 (T) 6-T10-2-150 (8)

--

NOTE:

%- DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS

AND DIMENSIONS AT SITE, PRIOR TO FABR~CATION/CONSTRUCTION/INSTALLATION.

REINFORCEMENT PLAN

I

M T O

PLAN (5 Nos. REQD)

1

QUANTITY

DESCRIPTION

I

I CONCRETE GRADE 35

7 0

GRADE*

I

I

I

TOC EL.* v

8-T12-3

3-T8- 4-1 50

SAP No.

m3

N.A.

0.25

BLINDING CONCRETE GRADE 10 SEE NOTE5

UNITS

1

1.16

1

13.30

lit

N.A.

REINFORCEMENT STEEL

93.55

Kg

N.A.

PROTECTIVE COATING

15.00

m2

N.A.

1 200 FOUNDATON BOLT TYPE - J5

1

20

1

5.00

N.A. N.A.

1 \c

*

w7A 2

U

SECTION B

-

B

SECTION B

-

B


(FOR PS-065)

-

I

PCS m2

'FOSROC NITOCOTE PE 135'

SECTION A

N.A.

CEMENT SAND GROUT

1000g POLYMENE SHEET

\50

I

m3

MK BLINDING CONCRETE LAID ON 1000a POLYTHENE SHEET A 0

A

27.02.11 26.02.11

GCS GCS

-

KBR

IN.09.011 IN.09.011

APPROVED FOR CONSTRUCTION GSB ISSUED FOR COMMENTS

OSE/28N OSE/28N

DESCRIPTION

4. ALL EDGES SHALL H A M A CHAMFER OF APPROX. 25rnrn. 5. ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED WITH THO COATS OF "FOSROC DEKGUARD S" WITH A DFT OF 350 MICRONS OR ANY OTHER APPROVED EQUIVALENT. 6. FOUNDATION BOLTS REFER DRG. No. STD-2-3950-001-A3 7. FOR BAR BENDING SCHEDULE REFER DRG. No. NIM-2-1842-007-DG-3

sus

AREA

DRWG.TYPE

:NIMR SLUDGE PIT SYSTEMS :

PIPE SUPPORTS-FOUNDATION

No.

Pk

16

Petroleum Development Oman

DETAILS CODE

DEscRlpTloN

NOTES/REFERENCE DRAWINGS L

I


:PS-055,

(j

059, 062, 0 6 4 & 0 6 5

SECT

NUMBER

CODE SIZE

NIM 2 1842 0 0 6 DQ 3 A I

I

O ~ O ~ ( E M C ) \ P A I P \ P A ~ P O O ~ O ~ ~ D Q \ L A U N C H EAREA\21842006-DQ.dwg-GCS-27/02/11-10: R

1

1

J

00: 1 3

/xSJ$9

bb)+,dl

f

i

~

U

1

>+>L -

d,~

(WorleyParsons - A r a b # = " lndustrses (JV)

JOB NO.: PART ID.:


PAIP00238 PRODUCTlON STATlON PS-055,059,062,064 & 065

REF. DWG NO.: NlM-2-1842-006-DQ-3


NIM-2-1842-007-DQ-4

A GCS PNG 27.02.1 1

%y

T h ~ schedule s complies with BS 8666 2005 All dimensions are in m m Refer to Bar shape Code drawing * Spec~fiedIn multiples o f 5 m m t Specified In multiples o f 25 m m Sheet N o . 1 of l

I

SECTION B

ELEVATION A 0

I

27.02.11 26.02.11

REV

A

WorleyParsons -Arabian Industries (JV)

ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO B S EN 1 0 0 2 5 GRADE S 2 7 5 JR. ALL CONNECTIONS TO BE MADE USING 6mrn CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2

S

SERIAL

SH.

I

NOTES

P

S

DESCRIPTION DRAWNG NUMBER

REFERENCE DRAWINGS

QKBR

DRAW BY

B

BASE PLATE


9-


IN.09.011 IN.09.011

OSE/28N OSE/28N

J.ENG.

PROJ. ENG. DESCRlPllON

SIGNATURE

WBS No.

P

CHECKED

D 0 APPROVAL


I AREA

-

TEAML

h) $41b b u !- jjpJk

2. 3. 4. 5.

GCS GCS

I

M.T.O.

I

SUB AREA


DRWG.TYPE

:PIPE SUPPORTS

DESCRIPTION

,PS-056

No.

is

+ *& % /

dk 5

petroleum Develo~mentOman DRWG

AREA CODE

ENG SECT I

I I NIM

SERIAL NUMBER I

SHEET

PROJ DWG REV CODE SIZE

1

2 1842008~~I3/~

P A R S O N S F i l e name: W: \ ~ - C I V I L \ C - ~ ~ ~ ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ - D Q \ L A U N C HAREA\^^ ER 842008-~~.dwg-GCS-27/02/11-10:

<

00:

/

++

I

I

FOUNDATION DESlGNATlON

I

REFERENCE DRAWING

/

-TOC EL.

/

DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCllON/INSTALLATlON.

REINFORCEMENT PLAN PLAN

M T O

(2 Nos. REQD.)

DESCRIPTION

SEE NOTE-5

BLINDING CONCRETE GRADE 1 0

7

I

I

t

QUANTITY

CONCRETE GRADE 3 5

\

I

I ,

I CEMENT SAND GROUT I REINFORCEMENT STEEL I PROTECllVE COATING

TOC EL.* v

2 0 0 FOUNDATION BOLT TYPE - J 5 POLYTHENE SHEET 2

2

2

SECTION B

5 0 MK LAID ON

1 1 1

-

SAP No.

0.1 5

m3

N.A.

0.742

m3

N.A.

1 1 1

10.52 53.71 8.06

lit rn2

I I 1

N.A. N.A. N.A.

8

PCS

N.A.

2.90

PCS

N.A.

I I I

2

-

B

I

I SECTION A

UNITS


I

I

A DESCRlPllON

3. 5 0 m m COVER TO REINFORCEMENT, REINFORCEMENT TO BS 4449. 4. A U EDGES SHALL HAVE A CHAMFER OF APPROX. 25mm. 5. A U EXPOSED CONCRETE SURFACES SHALL BE TREATED WlTH TWO COATS OF "FOSROC DEKGUARO S" MTH A DFT OF 3 5 0 MICRONS OR ANY OTHER APPROVED EQUIVALENT. 6. FOUNDAllON BOLTS REFER DRG. NO. STD-2-3950-001-A3 7. FOR BAR BENDING SCHEDULE REFER DRG. NO. NIM-2-1842-010-OQ-3

DRWG.TYPE

:

I

NOTES/REFERENCE DRAWINGS P A R S O N S F i l e name: W: \ 2 - C I V I L \ C - 3 1

O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ L A U N C H E RAREA\21842009-DQ.dwg-GCS-27/02/11-10:

00: 14

.x=-l-

(LL-)

& d l Worteyparsons

- Arablan

>3-",L

&>3


lndustnes (JV)

JOB NO.: PART ID.:

PAIP00238 PRODUCTION STATION PS-056 & 060


REF. DWG NO.: NIM-2-1842-009-DQ-3


Designation PS-056 & 060

T8

TI0

TI2

11.85

54.00

17.40

4.74

33.48

15.49

T20

TI6

A GCS PNG

%y

27.02.1 1

T32

T25

-

$,

. W-b p

D^

E/R*

53.710

Length of No. of Bar Type Nos. Total Shape Bars in each Bar & Reqd code Mark Nos. each Size t

1 2 3

NIM-2-1842-010-DQ-4

TI0 T12 T 8

2 2 2

24 12 3

48 24 6

1125 21 725 11 1975 51

B'

A^

125 900 200 530 450 450

C'

125

--

---

--

--

-

--

-

---

--

--

-

--

--

-

- .

-

-

-

-

-

1 --- ---

--

.

-

p p

-.

-

--

-

-.

--

- ..--

---

---

This schedule complies wlth BS 8666 : 2005 All dimensions are in mm Refer to Bar shape Code drawing * Specified in multiples of 5 m m t Specified in mult~plesof 25 mm Sheet No : 1 of 1

I

PIPE EL 'A'

1

I

---

rt"

PIPE EL 'A' . PS-057

+ -7

Y

1

SUPPORT NUMBER

-2

REFERENCE DRAWING

TYPE 2"

NIM-3-2132-002-DQ-1

B

UG-2

ELEV.

ELEV.

DIM.

100.763

100.075

688

1

A

A a z

5

0 0

m

u

t

V

*TOC EL 'B'

*TOC EL 'B' .

a A

. a

4

.

lrnl

. . ..

A ' .

L/...

a

.

1

d

I

.

.A

EXISTING CONC'#ETE ( P ) ,. .A

a

.

NOTE:

'

' A

.

.

*

I

I

I

I

I

I

I

I

DENOTES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION.

4

. '

'

I

,

.Q' .

L

A

/2

No. 2 8 DIA. HOLES IN ANGLE FOR M16/25 EXPD. ANCHORS

TYPE

-

SECTION

A-A

.

TYPE

A

-

B

A

SECTION

B-B

EXPD. ANCHORS

DESCRIPTION

3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR 4. ALL CONNECTIONS TO BE MADE USING 6 m m CFW. 5. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2

DRWG,~E

:

PIPE SUPPORTS

oEscRlPnoN

:

P S- 0 5 7

PARSONS F i l e n a m e : W: \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ - D Q \ L A U N C H E RAREA\21842011-DQ.dwg-GCS-27/02/11-10:

00: 15

/ SUPPORT I

REFERENCE

I NUMBER I

1

ELEVATIONS

A

DRAWING

I

.B

I 1 I

I

DIMENSIONS C

I

+D

plp~ I

I 4

L

I

NOS.

I 4 CO-ORDINATES

I G U ~ D E ~ R E Q D . X~

Y

I

I

3 PIPE

I

I

NOTE: 1

'FOSROC NITOCOTE PE 135' IN 2 COATS WITH-GLASS MAT OR MASTER SEAL 5 5 0 OF DEGUSSA OR EQUIVALENT (TYP)

Y

r

I

1

1

1

1

1

1

+

I

h 1

\

I

I

I

I

I

3- Thk. Cl - - -OSFR -PLATE 0 THK BLINDING CONCRETE LAID ON 1000g POLYTHENE SHEET

M T O QUANTITY

UNITS

SAP No.

3" SCHEDULE 4 0 PIPE

2.10

m

10000515 4 0

3 THK PLATE

0.01

1000062605

RSC 1 4 0

0.52

A 1 9 3 MESH FABRIC

1.28

BLINDING CONCRETE

0.05

CONCRETE GRADE 35

0.20

1000g POLYTHENE SHEET

0.98

PROTECTIVE COATING

3.50

m2 m m2 m m3 m2 m2

DESCRIPTION

j b -

1000080366 1000062697 N.A. N.A. N.A. N.A.

'X' CO-ORD. (ALONG CROSS ARM)

m

PLAN


( 2 Nos. REQD.) ALL DIMENSIONS ARE IN MILLIMETRES EXCEPT PlPE SIZE. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR PlPE SECTION TO API 5L GR B. 5. ALL CONNECTIONS TO BE MADE USING 5mm CFW. 6. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE MTH DOCUMENT NO. SP-1246-2

1. 2. 3. 4.

7 CONCRETE TO BS 8110, GRADE 35 FOR REINFORCED CONCRETE, GRADE 10 FOR PCC USING 0.P.C 8. TREATMENT OF POST FROM 30mm ABOVE TO 100mm IN TO CONCRETE. PAINT STEEL SURFACE WITH ASPHALT. APPLY ONE WRAP OF 10mm Thk. FELT. PAINT WRAPPED FELT WITH ASPHALT. NOTES

I


\

ELEVATION

I

A 0 I

&

Lb)

dbW1- $PJ~

REV

27.02.11 26.02.11 DATE

GCS GCS DRAWd BY

y-

$' & KBR TEAML

J.ENG.

CHECKED


- AREA

s

SERIAL

DESCRlPllON

IN.09.011 IN.09.011


PROJ. ENG. DESCRIPTION

WBS No.

, NIMR SLUDGE PIT SYSTEMS

S H T SDRWGRPE

:PIPE SUPPORTS

16

dh

's DRWG

DRAWlNG NUMBER


SIGNATURE

P D 0 APPROVAL


-

REFERENCE DRAWINGS

OSE/28N OSE/28N

DEscRlPnoN

:PS-058

8C 0 6 1

NO

AREA CODE

Petroleum Development Oman ENG SECT

SERIAL NUMBER

SHEET


NIM 2 1842 0 1 2 D Q 3 A

~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O ~ ~ ~ ~ _ D Q \ L A U AREA\21842012-DQ.dwg-GCS-27/02/11-10: NCHER

00: 15

I

I

M T O QUANTITY

UNITS


1.70

rn

10000515 4 0

RSC 1 4 0

0.40

rn

1000080366

1 5 M K PLATE

0.05

m2

1000080265

8 THK PLATE

0.04

m2

1000062607

DESCRIPTION'

TOS EL 101.879

7

I 1

SAP

NO.

FLAT 80x6

1

3 MK CLOSER PLATE

NOTE:

*

1

0.06

m2

1

I

1000062605

DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DlMENSlONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLA~ON.

140x12 0 x 8 Thk. PLATE

= TOS EL 100.876

GUIDE SUPPORT)

ELEVATION B

-

B

ELEVATION C

C

-

GRD EL 100.000

DESCRIPTION

ELEVATl ON

3. 4. 5. 6.

ALL STEEL WORK TO BS EN 10025 GRADE 5 2 7 5 JR PlPE SECTION TO API 5L GR B. ALL CONNECTIONS TO BE MADE USING 5rnm CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT No. SP-1246-2

DRWG.TYPE

:

PIPE SUPPORTS

DESCRIPTION

:

PS- 0 59

DESCRlPllON DRAWNG NUMBER

NOTES


I


I 1 I

I

NIM 2 1 8 4 2 0 1 3 ~ ~ 1 3 I ~ I

O~O~(EMC)\PAIP\PAIPOO~O~-DQ\LAUNCHER AREA\21842013-DQ.dwg-GCS-27/02/11-10:

I

1

1

00: 1 6

M.T.O.

I

DESCRIPTION RSA 8 0 x 8 0 ~ 8

1 1

I RSA 6 0 x 6 0 ~ 6 1 2 0 THK PLATE

QUANTITY

I UNITS 1

SAP No.

0.30

m

1000062630

0.25 0.15 1

EARTHING BOSS I

1 /

I I

rn rn2

PCS

1 1

I

1000080320 1000062610

1 1

N.A.

I

NOTE: JC DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLATION.

SECTION B

-

B

BASE PLATE

ELEVATl ON

DESCRlPTlON

3. ALL STEEL WORK TO B S EN 1 0 0 2 5 GRADE S 2 7 5 JR. 4. ALL CONNECTIONS TO BE MADE USING 6mm CFW. 5. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT No. SP-1246-2

DRWG.MPE

:

PARSONS File name: W: \2-CIVIL\C-310606(EMC)\PAIP\PAIP00405-DQ\LAUNCHER

AREA\21842014-DQ.dwg-GCS-27/02/11-10:

00: 1 7

-

-

ELEVATION A

140x120x8 Thk. PLATE

-

A

AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLATION.

--

SECTION B

-

B

DESCRIPTION

3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR 4. PIPE SECTION TO API 5L GR B.

PIPE SUPPORTS

DRWG.TYPE

:

DESCRlPllON

:PSd062, 064 & 065

P A R S O N S F i l e name: W: \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ L A U N C H E R AREA\21842015-DQ.dwg-GCS-27/02/11-10:

00: 1 7

1

110x1 4 0 x 8 THK TOS EL. 'A'

SEE NOTE 8

1

1

SUPPORT NUMBER

1

REFERENCE DRAWING

I

T

E

N

it

.

CO-ORYINATES

1

REQD. 'X' CO-ORD. 'Y' CO-ORD.

I


'FOSROC NITOCOTE PE 135' IN 2 COATS WlTH GLASS MAT OR MASTER SEAL 550 OF DEGUSSA OR EQUIVALENT (up)

I

PLATE

M T O

I 1

DESCRIPTION

I 1

3" SCHEDULE 4 0 PIPE -

2.82

.

UNITS

I

SAP No.

m

(

1000051540

I

8 THK PLATE

1

0.06

1

m2

1

1000062607

II

I

A 1 9 3 MESH FABRIC

1

1.30

1

rn2

1

1000062697

1

1 I

BLINDING CONCRETE

0.05

m3

N. A.

CONCRETE GRADE 3 5

0.20

rn3

N.A.

1 1

PROTECTIVE COATING 1 0 0 0 q POLYTHENE SHEET

3.60 1.00

1 1

m2 rn2

PLAN

I I

1 I

N.A. N.A.


[MISDRAWING IS BASED ON P.D.O. DRG. No. STD-2-3101-001-A3-D - TYPE 101] ALL DIMENSIONS ARE IN MILLIMETRES EXCEPT PlPE SIZE. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR PlPE SECTION TO API 5L GR 8. ALL CONNECTIONS TO BE MADE USING 5mm CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTlON IN ACCORDANCE WlTH DOCUMENT NO. SP-1246-2

1000062605

rn2

(ALONGCROSS ARM)

in

1. 2. 3. 4. 5. 6.

I

1

0.01

3 THK PLATE

'X' CO-ORD.

I

QUANTITY

I

I

A 0

dJ

( Lb)k41 dbml- J Y J ~ WorleyParsons Arabian Industries (JV)

-

I

27.02.11 26.02.11

I

1

GCS GCS

KBR TEAML

REV

DRAWN BY

DAE

I

I

$ APPROVED FOR CONSTRUCTION GSB ISSUED FOR COMMENTS

IN.09.011 IN.09.011

J.ENG.

CHECKED

I

I

OSE/28N OSE/28N PROJ. ENG.

DESCRIPTION

WBS No.

I

SIGNATURE

P D 0 APPROVAL


7 CONCRETE TO BS 8110, GRADE 35 FOR REINFORCED I

CONCRETE, GRADE 10 FOR PCC USING 0.P.C 8. TREATMENT OF POST FROM 30mm ABOVE TO 100mm IN TO CONCRETE. PAINT STEEL SURFACE WlTH ASPHALT. APPLY ONE WRAP OF 10mm Thk. FELT. PAINT WRAPPED FELT WlTH ASPHALT. NOTES

L

REFERENCE DRAWINGS P A R S O N S F i l e name: W: \ 2 _ C l ~ l L \ C - 3 1

DRWG.TYPE

:

PIPE SUPPORTS

DESCRIPTION

:

P S- 063 & 066

o ~ o ~ ( E M c ) \ P A I P \ P A I P o o ~ O ~ _ D Q \ L A U N C H E RAREA\^^ 8 4 2 0 1 6-DQ.dwg-GCS-27/02/11-10:

00: 18

ELEVATION

MATERIAL GUIDE NUTS

BAR

LOCKNUTS SIZE

SAP No.

1000063795

M8

1000080222

MI 0

1000063796

M I0

1000063819

1000062588

MI6

1000063798

MI6

1000063820

20

N.A.

M20

1000063799

M20

1000063821

24

N.A.

M24

1000120055

M 24

1000120066

SIZE

SAP NO No.

SIZE

8

1000080335

M8

10

1000062586

16

SAP NO:

2. EACH BOLT TO BE SUPPLIED WITH 2 NUTS & 2 LOCKNUTS. 3. MATERIAL-BOLTS TO BS EN 10025 GR S275 JR NUTS TO IS0 898/11 GR 8 4.U-BOLT CORROSION PROTECTION SHALL COMPLY

I

DRWG.TYPE

I

I


:

PIPE SUPPORTS

I

I

O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ L A U N C H E R AREA\21842017-DQ.dwg-GCS-27/02/11-10:

I

I

I

00: 1 9

,

PIPE GUIDE DESIGNATION

,

TYPE

-

A

TYPE

LINES 2" TO 6"

-

B

LINES 8" TO 24"

PIPE OD

DIMENSIONS B A

Nos.

SECTION

REQD.

PG-2

2"

50

60.3

55

82

RSA 50x50~6

4

PG-3

3"

80

88.9

80

97

RSA 50x50~6

-

PG-4

4"

100

114.3

80

110

RSA 50x50~6

2

PG-6

6"

150

168.3

110

137

RSA 50x50~6

118

PG-8

8"

200

219.1

160

21 2

RSC 100

1

PG-10

I

NOMINAL PIPE SIZE INCHES 1 MM

10"

1

250

1

1

273.0

1

160

239

1

RSC 100

264

1

RSC 100

-

1

-

I

PG-14

14"

350

355.6

230

280

RSC 100

-

PG-16

16"

400

406.4

230

306

RSC 100

-

PG-18

18"

450

457.0

260

371

RSC 140

-

PG-20

20"

500

508.0

290

396

RSC 140

-

PG-24

24"

600

610.0

340

447

RSC 140

-

PG-30

30"

750

762.0

150

464

RSC 140

-

PG-32

32"

800

813.0

150

492

RSC 140

-

PG-40

40"

1000

1016.0

200

588

RSC 160

-

M T O QUANTITY

DESCRIPTION

\WEAR PLATE SEE TYPE-421

TYPE

-

1

* - GAP SHALL BE AS PER PIPING GA. i NOT s p t c m IT SHALL BE 2rnm

I

1 FOR LOCATION REFER PIPING GA. I

C

SAP No.

RSC 160

-

rn

1000062643

RSC 140

-

rn

1000080366

RSC 100

-

rn

1000145612

RSA 100x100~12

I

I

I

rn

26.72

RSA 50x50~6

LINES 30" & ABOVE

UNITS

1000062629 [t. WVubJ'

A

-7

k


I A 1 27.02% I 01

b l ~ ) & b u \- h b JU REV WorleyParsons - Arabian Industries (JV)

&A\

[MIS DRAWING IS BASED ON P.D.O. DRG. ~ o . 1 STD-2-3604-001-A3-C - TYPE 6041

1

I

CONTRACTNO.:

AREA DESCRIPTION

I

PRoJNo.:

1I II

1I

1. ALL DIMENSIONS ARE IN MILLIMETRES EXCEPT PlPE SlZE 2. ALL STEEL WORK EXCEPT REINFORCING PLATE TO TO BS EN 10025 GR S275 JR 3. ALL CONNECTIONS TO BE MADE USING 6mm CFW. 4. STEELWORK CORROSION PROTECTlON SHALL COMPLY WITH SP-1246-2

C3110606

1.

PAIP00405 I

.

I

-

I

1

26.02.11

&S GCS DRAWN BY

DATE

1Q--I

$!

I APPROVED FOR CONSTRUCTION

I

I

I KBR I GSB I ISSUED FOR COMMENTS TEAML.

1

)OSE/28NI OSE/28N PROJ. ENG.

SIGNATURE

WS NO.

DESCRIPTION

P D 0 APPROVAL

CHECKED


IN CASE OF DEVIATIONS A MARKED U P PRINT SHALL BE SENT TO THE PROJECT ENGINEER I SCALE : N T S CAD DRAWING AREA

:

NIMR

SUB AREA

:

NIMR SLUDGE PIT SYSTEMS

DRwG.PIPE

:PIPE SUPPORTS

No.

0

1

I

1

2

3

7

6

*'&>

(j

16

5

4

Petroleum Develo~mentOman

is

1

AREA CODE

DRWG

ENG SECT

SERIAL NUMBER

SHEET

-


I '

DEscRlPmoN

REFERENCE DRAWINGS

I OSE/28N I

J.ENG.

DRAWlNG NUMBER

NOTES

IN.09.011 IN.09.011

:PIPE GUIDE DETAILS

I I NIM I

2 1842 01 8 D Q 3 ~(A

I

P A R S O N S F i l e name: W: \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ L A U N C H EAREA\21842018-DQ.dwg-GCS-27/02/11-10: R

I

l

l

00: 19

M T O QUANTITY

DESCRIPTION - -

P!?---d

I

FLAT 100x10

5-TI 0-2-200

*

SAP No.

BLINDING CONCRETE

12.21

m3

N.A.

CONCRETE GRADE 3 5

61.61

m3

N.A. N.A. 1000062581 1000062571

51 44.30

REINFORCEMENT STEEL

NOTE:

UNITS

FLAT 100x10

88.80

Kg m

FLAT 2 5 x 6

66.60

m

PROTECTIVE COATING

737.05

m2

N.A.


244.20

m2

N.A.


(B)

SECTION B-B ( 2 2 2 Nos. REQD) (FOR LOCATION REFER PIPING G.A. DRG NO. NIM-3-2126-001

TO 013-DQ-1)

SECTION C-C

5 0 m m COVER TO REINFORCEMENT, REINFORCEMENT TO BS 4 4 4 9 . TANGS WELDED TO WEAR PLATE USING 6 m m CFW. AND EXPOSED STEEL WORK TO BE PAINTED IN ACC. WlTH SP-1246-2 ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED WlTH TWO COATS OF "FOSROC DEKGUARD S" WlTH A DFT OF 350 MICRONS OR ANY OTHER APPROVED EQUIVALENT. NIM-2-1842-021-DC-4 FOR BAR BENDING SCHEDULE REFER DRG. No.

NOTES/REFERENCE DRAWINGS PARSONS File name: W: \ 2 _ C l ~ l L \ C - 3 1

D,WG.~E

:PIPE SUPPORTS-SLEEPER

DESCRlPllON

:

S L- 001

0606(E~C)\PAl~\PAlPO0405-DQ\LAUNCHER

DETAILS NO

NIM 2 1842 020 DQ 3 A

AREA\^^ 842020-DQ.dwg-GCS-27/02/11-10:

00:20

UL)&&I O I S L d I - >*>L ddJ (WorleyParsons - Arabian Industries (JV)

JOB NO.: PART ID.:


PAIP00405 PRODUCTION STATION SL-001


REF. DWG NO.: NIM-2-1842-020-DQ-3

Total MTO for Rebars. T6 Dia. Of Bar Length of Bar (m) Weight (Kgs) Total Weight (Kgs)

Designation SL-001

T8

TI0

TI2

TI6

T20

N1M-2-1842-021-DQ-4

A GCS PNG 27.02.1 1

%y

T32

T25

8297.25 5144.30 5144300

Length of No. of Bar Type Nos. Total Shape Bars in each Bar & Reqd code Nos. Mark each Size t

1 2. 3 4

TI0 T10 --. TI0 TI0

222 222 222 222

10 10 8 5

2220 2220 1776 1110

1075 975 1250 1375

B'

C'

150 150 150 200

800 700 750 400

150 150 370

~~~~~~

I

-

21 21 21 51

A'

1

E/R'

D"

--

-- -

-- - --- - - .-.

- -- -.-.-.

--

--

---

-

-

- .... - -

~

-.

---- -

-

-

- .

This schedule complies w ~ t hB S 8666 2005 All dimensions are in mrn Refer to Bar shape Code drawing * Specified In multiples o f 5 mm t Specified i n multiples o f 25 mm

--

.

-

I

I

1

--1

1000

A~

I QUANTITY 1

DESCRIPTION

3.60

BLINDING CONCRETE

1

I

FLAT 100x10

/----

1

CONCRETE GRADE 35

I

24.42

1 4-T10-2-200 4-TI 0-2-200

+

m3

I

m3

I

SAP No.

1

N.A. N. A.

FLAT 100x10

59.40

m

1000062581

FLAT 25x6

39.60

m

1000062571

1

PROTECTIVE COATING

I

239.60

1

m2

I

71.30

m2

I

N.A.

Kg


NOTE:

1

I

2016.33

REINFORCEMENT STEEL

'4' Nos. FLAT 25x6 - 150 ANCHORS 8 250 C C. WELDED TO FLAT 1 0x10

UNITS

I

I

N.A.

1 I

N.A.

DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLATlON.

(T) (B)

SECTION B-B

SL-002 (66 Nos. REQD) (FOR LOCATION REFER PIPING G.A. DRG NO. NIM-3-2126-001

?

TO 013-DQ-1)

TOS EL

5' IN 2 COATS WlTH GLASS MAT OR MASTER SEAL 550 OF DEGUSSA OR EQUIVALENT (TYP) 5 0 THK BLINDING CONCRETE LAID ON 1000g POLYTHENE SHEET

1 A 0

SECTION A-A


SECTION C-C

( bb)&$I C I ~ W - $A I SJJREV

27.02.11 26.02.11

GCS JRP DRAWN

DATE

BY


'2&-

KBR TEAML

IN.09.011 IN.09.011



SIGNATURE

WBS No.

DESCRIPTION

P D 0 APPROVAL

CHECKED


I CONTRACT NO.: C3110606 1 PROJ.NO.: PAIP00405 1. ALL DIMENSIONS ARE IN MlLLlMETRES AND ELEVATlONS IN METRES. 2. CONCRETE TO BS 8110, GRADE 35 FOR REINFORCED CONCRETE, GRADE

10 FOR BLINDING CONCRETE USING OPC. 3. 50mm COVER TO REINFORCEMENT, REINFORCEMENT TO BS 4449. 4. TANGS WELDED TO WEAR PLATE USING 6mm CFW. AND EXPOSED STEEL WORK TO BE PAINTED IN ACC. WlTH SP-1246-2 5. ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED WlTH TWO COATS OF "FOSROC DEKGUARD S" WlTH A DFT OF 3 5 0 MICRONS OR ANY OTHER APPROVED EQUIVALENT. 6. FOR BAR BENDING SCHEDULE REFER DRG. NO. NIM-2-1842-023-DO-4

1

NOTES/REFERENCE DRAWINGS P A R S O N S F i l e n a m e : W: \2-CIVIL\C-31

SUB AREA

:NIMR SLUDGE PIT SYSTEM UPGRADE

DRwG.mE


DESCRlPTlON

:

NO.

16

DETAILS

& '

g '' DRWG

(j Petroleum Develo~rnentOman -

AREA CODE

ENG SECT

SERIAL NUMBER

SHEET


SL- 002

O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ L A U N C H E RAREA\21842022-DQ.dwg-GCS-27/02/11-10:

00: 20

-LA) ++I

c

ijlSCLall.

&,J

> * L ,

(WorteyParsons - Arablan lndustnes (JV)

JOB NO.: PART ID.:


PAIP00405 PRODUCTION STATION SL-002

REF. DWG NO.: NIM-2-1842-022-DQ-3

Total Weight (Kgs)


NIM-2-1842-023-DQ-4

A GCS PNG %-. 27.02.1 1

2016.340

This schedule complies with B S 8666. 2005 All dimensions are in min Refer to Bar shape Code drawing * Specified in mult~pleso f 5 m m t Specified in multiples of 25 mm Sheet N o 1 of I

M T O -

800 - -

+

135 x 135 T-SECTION

SECTION B-B

SLG-001 ( 9 0 Nos. REQD) (FOR LOCATION REFER PIPING G.A. DRG NO. NIM-3-2126-001

TO 013-DQ-1) RSA 5 0 x 5 0 ~ 6 I

TOS EL. t 0 . 4 0 0

0

tn M

I

ALTERNATELY SPACED EITHER SIDE OF 'T' - SECTION

I I I

'T'

-

FIXING DETAIL DETAIL-I

SECTION C-C

CONSTRUCTION

OR EQUIVALENT (TYP)


SECTION A-A

DESCRlPllON P D 0 APPROVAL

I

CONTRACTNO.:

C3110606

1

PROJNO.:

PAIP00405

1. ALL DlMENSlONS ARE IN MILLIMETRES AND ELEVATIONS IN METRES. 2. CONCRETE TO BS 8110, GRADE 3 5 FOR REINFORCED CONCRETE, GRADE 1 0 FOR BLINDING CONCRETE USING OPC. 3. 5 0 m m COVER TO REINFORCEMENT, REINFORCEMENT TO B S 4449. 4. TANGS WELDED TO WEAR PLATE USING 6 m m CFW. AND EXPOSED STEEL WORK TO BE PAINTED IN ACC. WlTH SP-1246-2 5. ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED WlTH TWO COATS OF "FOSROC DEKGUARD S" WlTH A DFT OF 3 5 0 MICRONS OR ANY OTHER APPROVED EQUIVALENT. 6. FOR BAR BENDING SCHEDULE REFER DRG. No. NIM-2-1842-025-OQ--4

7. PIPE GUIDE DETAILS REFER DRG NO. NIM-2-1842-018-DO-3

NOTES/REFERENCE DRAWINGS

IN CASE O F DEVIATIONS A MARKED U P PRINT SHALL B E SENT TO THE PROJECT ENGINEER^ I SCALE : 1: 20 CAD DRAWING

DRWG.TYPE

:

PIPE SUPPORTS-SLEEPER

DETAILS

I

I

N I M ' 2'1842'024~~~1

PARSONS F i l e n a m e : W: \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ ~ D Q \ L A U N C H AREA\21842024-DQ.dwg-GCS-27/02/11-10: ER

00:21

~z?ak&12%&i in$~~~5$G JOB NO.: PART ID.:


PAIP00405 PRODUCTION STATION SLG-001

REF. DWG NO.: N1M-2-1842-024-DQ-3

T h ~ schedule s complies wlth BS 8666 2005 All dirnens~onsare In rnm Refer to Bar shape Code drawing * Specified In rnultlples of 5 mm iSpec~fiedin multiples o f 2 5 mm


NIM-2-1842-025-DQ-4

A GCS PNG 27.02.1 1

~9

Sheet N o : 1 of 1

M T O

A"' -

1130

-

QUANTITY

DESCRIPTION

--

- -

135 x 1 3 5 T - SECTION

I

UNITS

BLINDING CONCRETE

2.00

m3

N.A.

CONCRETE GRADE 3 5

12.03

m3

N.A.

REINFORCEMENT STEEL

875.38

N.A.

'T' 1 3 5 x 1 3 5

19.60

Kg m

RSA 5 0 x 5 0 ~ 6

29.40

m

1000062629

1-1/2"

19.60

m

1000069240

r------------------7

I

I

I

I I. I

I

I I I +

I

, I

I

--

.

I I I I I I I

B4

SAP No.

PIPE SCHED. 4 0

N.A.

PROTECTIVE COATING

120.12

m2

N.A.


40.04

m2

N.A.

NOTE: JC DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATION AND DIMENSIONS AT SITE, PRIOR TO FABRlCATlON/CONSTRUCTION/INSTALLATlOI

I------------------J

I

5-T10-2-200 5-TI 0-2-200

(T) (B) 135 x 1 3 5 T-SECTION

I

SECTION B-B

SLG-002

:fli

( 2 8 Nos. REQD) (FOR LOCATION REFER PIPING G.A. DRG NO. NIM-3-2126-001

7

TO 013-DQ-1)

RSA 5 0 x 5 0 ~ 6 ALTERNATELY

I

SPACED EITHER SIDE OF 'T' - SECTON

3

3

M

I I

3

3

3

3

3

3

3

I

'T'

-

FIXING DETAIL DETAIL-1

\t . h v L e J l

~

A

z


SECTION C-C OR EQUIVALENT (TYP) 5 0 THK BLINDING CONCRETE LAID ON 1OOOg POLYTHENE SHEET

SECTION A-A

A 0

Lh)&$I

-

~ b u $l 9

~ dU ~4

REV

ORAw BY

DATE

WorleyParsons - Arabian Industries (JV) CONTRACT NO. : C3110606

-


J.ENG.

SIGNATURE

WBS NO.

DESCRlPllON

P

CHECKED

D 0 APPROVAL


PROJ. NO. : PAIP00405

IN CASE O F DEVIATIONS A MARKED U P PRINT SHALL B E SENT TO THE PROJECT ENGINEER I SCALE : 1: 20 CAD DRAWING

1. 2. 3. 4. 5.

ALL DIMENSIONS ARE IN MILLIMETRES AND ELEVATIONS IN METRES. CONCRETE TO BS 8110, GRADE 3 5 FOR REINFORCED CONCRETE, GRADE 1 0 FOR BLINDING CONCRETE USING OPC. 50rnrn COVER TO REINFORCEMENT. REINFORCEMENT TO BS 4449. TANGS WELDED TO WEAR PLATE USING 6 r n m CFW. AND EXPOSED STEEL WORK TO BE PAINTED IN ACC. WlTH SP-1246-2 ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED WlTH TWO COATS OF "FOSROC DEKGUARD S" WlTH A DFT OF 3 5 0 MICRONS OR ANY OTHER APPROVED EQUIVALENT. 6. FOR BAR BENDING SCHEDULE REFER DRG. NO. NIM-2-1842-027-DQ-4 7. PlPE GUIDE DETAILS REFER DRG NO. NIM-2-1842-018-DQ-3

SUB AREA

:

NIMR SLUDGE PIT SYSTEM UPGRADE

NO

16 Develo~mentOman

DESCRIPTION

NOTES/REFERENCE DRAWINGS I

KBR TEAML

IN.09.011 IN.09.011


%&.

GCS JRP

27.02.11 26.02.11

I

:

SLG - 002

N I M 2 1842 026 I

P A R S O N S F i l e name: W: \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ ~ D Q \ L A U N C HAREA\21842026-DQ.dwg-GCS-27/02/11-10: ER

I

00: 22

%:iakt1!%=en1 ;n


PAIP00405 PRODUCTION STATION SLG-002

REF. DWG NO.: NIM-2-1842-026-DQ-3 Total MTO for Rebars. Dia. Of Bar T6 Length of Bar (m) Weight (Kgs) Total Weight (Kgs)

Designation

T12

TI6

T20

1 2 3 4

-

A GCS

PNG 27.02.1 1

T32

T25

1411.90

k V w-(h

875.38

=

875 380

Length of No. of Total Bar Type Nos. Shape B a r s ln each Bar code Reqd Mark Nos. each Size 7

SLG-002

--

TI0

T8

NIM-2-1842-027-DQ-4

T10 TI0 TI0 TI0

28 28 28 28

12 10 12 5

336 280 336 140

1075 1275 1200 2075

21 21 21 51

A'

B

C'

150 150 100 250

800 1000 750 700

150 150 370

E/R'

D'

-

I --

--

--

-

--

-

-- - --

. -

- - --

-

- --

--

--

-

--

- -- -

-

-

-

--- -

-- - - -

-

-

-

-

.-

- . - -- - ---

- .--

--

-

-

-

--- --

---- - --

-

-

-

--

-. -

-~---

-

-

.

-

-.

--

.-

- -- ---

--

- --------

-

-. --

-

- -- ---

--

--

-

This schedule cornpl~eswith BS 8666 : 2005 Ail d ~ m e n s i o n sare in mm Refer to Bar shape Code drawing * Spec~fiedIn rnult~plesof 5 rnm t Specified in rnulnples of25 m m Sheet No I of I

PIPE SUPPORT/ SLEEPER NUMBER PS-001

I

I

R E F E R E N C E

I

STEELWORK DETAILS

I NIM-2-1842-029-DQ-3

I

I

D R A W I N G S

SLEEPER/FOUNDATlON DETAILS

1 NIM-2-1842-062-DQ-3

I

I

LOCATION PLAN

1 NIM-2-0992-001-DQ-1

I

I

REMARKS LAUNCHER AREA

II I I

R E F E R E N C E

PlPE SUPPORT/ SLEEPER NUMBER PS-032

STEELWORK DETAILS NIM-2-1842-051-DQ-3

I

U BOLT DET.

1

I

1

1

REMARKS

I

I

I

I

I

I

NIM-2-1842-064-DQ-3 NIM-2-1842-065-DQ-3

PIPE CLAMP/SHOE & LlNE STOP DETAILS

PS- 0 2 3

D R A W I N G S LOCATION PLAN SLEEPER/FOUNDATION DETAILS NIM-2-0992-001-DQ-1 NIM-2-1842-049-DQ-3

PIPE GUIDE DET.

NIM-2-1842-066-DQ-3

LINE STOP DET.

NIM-2-1842-067-DQ-3

PIPE SHOE DET.

NIM-2-1842-068-DQ-3

SHOE GUIDE DET. NIM-2-1842-069-DQ-3 PlPE CLAMP DET. NIM-2-1842-070-DQ-3 I

I

PS-026

NIM-2-1842-032-DQ-3

PS-027

NIM-2-1842-032-DQ-3

PS-028

NIM-2-1842-044-DQ-3

PS-029

N I M - ~ - I B ~ ~ - o ~ ~ - D Q-~

NIM-~-~I~O-OOI-DQ-I

PS-030

NIM-2-1842-048-DQ-3

NIM-2-1842-049-DQ-3

NIM-2-0992-001-DQ-1

PS- 031

NIM-2-1842-051-DQ-3

NIM-2-1842-049-DQ-3

NIM-2-0992-001-DQ-1

(t

7 h z

I

NIM-2-1842-045-DQ-3

APPROVED FOR CONSTRUCTlON

!

A 0

7~

D,scRlpmo,

REFERENCE DRAWINGS

L

I

GCS JRP

27.02.11 26.02.11

I I WwJ WorIeyPanons -Arabian Industries (JVJI '

I

.fv+lm

w --, 9- APPROVED FOR CONSTRUCTION KBR

IN.09.011 IN.09.011

GSB ISSUED FOR COMMENTS

I

DESCRIPTION

I

I

WBS No.

OSE/28N OSE/28N . - - . .. .

. .- ..

-

I

l

D R n I r r T nRA\AllhlC R F \ / I C l n h l

:INDEX SHEETS

I

P A R S O N S F i l e n a m e : W : \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ L A U N C H E RA R E A \ M E C H A N I C A L

1

I

REQUIREMENTS\21842028-DQ.dwg-GCS-27/02/11-10:02:09

l

M T O QUANTITY

UNITS

SAP No.

HE 140A

2.00

rn

1000080438

RSC 1 0 0

1.40

rn

100014561 2

RSA 8 0 x 8 0 ~ 8

0.50

rn

1000062630

2 0 THK PLATE

0.30

m2

1000062610

2

PCS

N. A.

DESCRIPTION

EARTHING BOSS

I

I

I

I

NOTE: %- DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLATION.

mlw

4-23@ HOLES EARTHING BOSS

RSC 1 0 0 (NOT VALID FOR GUIDE SUPPORTS)

BASE PLATE

E 118.025 S 24.101

ELEVATION

ELEVATION A-A SECTION B

-

B

I

I

I

I

A 0

iaY) h~d dbCuall l -$ p ~ 4


2. 3. 4. 5.

I

I

27.02.11 26.02.11

GCS JRP

KBR TEAML

REV

DATE

DRAWN BY

I

I

I


PIPE SUPPORTS

DRWG.TYPE

:

DESCRIPTION

:PS-001

I

IN.09.011 IN.09.011

8c 0 0 2

I


J.ENG.

CHECKED

DESCRIPTION

SIGNATURE



ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 1 0 0 2 5 GRADE S275 JR PIPE SECTION TO API 5 L GR B. ALL CONNECTIONS TO BE MADE USING 5rnm CFW.


I

I

FOUNDAllON DESIGNATION

NOTE:

*


PS-024

I

I

I

NUMBERS REQUIRED

I

1

-

T ~ P cl IVb

LL.

I

100.150

DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICAllON/CONSTRUCTION/INSTALLATION.

REINFORCEMENT PLAN

SECTION B

SECTION A

-

-

B

A

5. ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED NTH TWO COATS OF "FOSROC DEKGUARD S" NTH A DFT OF 350 MICRONS OR ANY OTHER APPROVED EQUIVALENT. 6. FOUNDAllON BOLTS REFER DRG. NO. STD-2-3950-001-A3 7. FOR BAR BENDING SCHEDULE REFER DRG. No. NIM-2-1842-031-DQ-4


DRWG.TYPE

:


DEscRlpmoN

:

PS-024

DETAILS

TO 027, 041 TO 044

O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ L A U N C H E RAREA\MECHANICAL REQUIREMENTS\21842030-DQ.dwg-GCS-27/02/11-10:

02:10

(LA-)

+&I

Worleyparsons

Gk-1$-,k - A r a b i a n Industries (JV)

JOB NO.: PART ID.:


PAIP00405 NJMR SLUDGE PIT SYSTEM UPGRADE PS-024 TO 027 & 041 TO 044

REF. DWG NO.: NIM-2-1842-030-DQ-3

This schedule complies with B S 8666 2005 All dimensions are in m m Refer to Bar shape Code drawlng * Specified in multiples of 5 mm t Specified in multiples of 25 mm


NIM-2-1842-031-DQ-4

A JRP PNG

@ /

27.02.1 1

Sheet No.: 1 of I

1 4 0 x 1 2 0 ~ 8Thk. PLATE

ELEVATION A

-

A

NOTE: Jt DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRlCATlON/CONSTRUCTiON/INSTALLATION. I

**

ELEVATION UNDER

HOLD

--

SECTION B

-

B

3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR 4. PIPE SECTION TO API 5L GR B. 5. ALL CONNECTIONS TO BE MADE USING 5 m m CFW.


DRWG.MPE

, PIPE SUPPORTS

oEscRmoN

. PS-026,

027 & 044

O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ L A U N C H EA R E A \ M E C H A N I C A L

REQUIREMENTS\21842032-DQ.dwg-GCS-27/02/11-10:

02: 10

7 110 x 8 0 ~ 8Thk.

--'---7 GRD EL 100.000

1 0 0

A-193 MESH FABRIC

I

f I / 1

v

-

I 1

1

I11

I

\

I

ELEVATioN

UNITS

SAP No.


0.50

1 0 0 0 0 5 15 4 0

RSC 1 4 0

0.60

RSA 6 0 x 6 0 ~ 6

0.50

m m m

3 THK PLATE

0.06

8 THK PLATE

0.03

A 1 9 3 MESH FABRIC

0.64

I

1

BLINDING CONCRETE

---

+ TOC EL 100.050

- -

0.02

1000062605

m2 m2 m2

1

m3

1000062607 1000062697

1

N.A. N.A.

1.80 0.50

m2

N.A.

0.1 0

PROTECTIVE COATING 1 0 0 0 g POLYMENE SHEET

*

1000080320

m3 m2

CONCRETE GRADE 35

NOTE:

1000080366

N.A.


0

-+

\\Li:k

'FOSROC NITOCOTE PE 135' IN 2 COATS WITH GLASS MAT OR MASTER SEAL 550 OF DEGUSSA OR EQUIVALENT

1

R/

14

QUANTITY

DESCRIPTION

/mi--

SEE NOTE 8

M T O

CLOSER

pl:l

vOiD~~~R

PLATE

GUIDE SUPPORT)

50 THK BLINDING CONCRETE L'AID ON ,0001 P o L m E N E SHEET

(TYP)

I

I

I-

590

ELEVATION A

-

-

I

A


[THIS DRAWING IS BASED ON P.D.O. DRG. No. - TYPE IOI] STD-2-3101-001-A3-D ALL DIMENSIONS ARE IN MILLIMETRES EXCEPT PlPE SIZE. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR PlPE SECTION TO API 5L GR B. ALL CONNECTIONS TO BE MADE USING 5mm CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTlON IN ACCORDANCE NTH DOCUMENT NO. SP-1246-2 CONCRETE TO BS 8110, GRADE 35 FOR REINFORCED CONCRETE, GRADE 10 FOR PCC USING 0.P.C TREATMENT OF POST FROM 30mm ABOVE TO 1OOmm IN TO CONCRETE. PAINT STEEL SURFACE WlTH ASPHALT. APPLY ONE WRAP OF 1Omm Thk. FELT. PAINT WRAPPED FELT WlTH ASPHALT. NOTES

REFERENCE DRAWINGS

DRWG.WE

:

PIPE SUPPORTS

DEscRlPmoN

:

P S- 003

P A R S O N S F i l e name: W: \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ L A U N C H E R A R E A \ M E C H A N I C A L


02: 1 1

M T O

I I 1 r

0 0 (V

'2l

I 4 \ II \;/

T I I

i

1

DESCRIPTION

1 1

RSC 100 RSA 8 0 ~ 8 0 ~ 8

FEETHING BOSS

A ~ TOS EL 100.966 /

NOTE:

*

I

QUANTITY

I

1.05

1 1

1

I

0.70

I

UNITS

m

1 I

PCS

I

m

SAP No.

1000145612 100062630

N.A.


RSC 100 (NOT VALID FOR

EARTHING BOSS

(

HE 140A 4-230 HOLES

ELEVATION A-A ELEVATION

BASE PLATE

SECTION B

A 0

I 1 Lb)&$I

CI[SU!

27.02.11 26.02.11

1

I

% KBR TEAML

-$ 9 ~ ~ 4

REV

DATE

D RBY AW

WorleyParsons - Arabian Industries (JV) 1. 2. 3. 4. 5.

GCS JRP

I

-

B



I

I

J.ENG.

CHECKED

DESCRIPSION

WBS No.

DRWG DRAWNG NUMBER DEscRlpTloN

REFERENCE DRAWINGS P A R S O N S F i l e name: W: \2-CIVIL\C-31

P

1

I SIGNATURE

D 0 APPROVAL


DESCRIPTION

I

I


ALL DIMENSIONS ARE IN MILLIMETRES. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR. ALL CONNECTIONS TO BE MADE USING 6 m m CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2 NOTES

IN.09.011 IN.09.011

:

AREA CODE

SHEET


NIM 2 1842 034DQ 3 A

NO

O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ L A U N C H E RA R E A \ M E C H A N I C A L

SERIAL NUMBER

I

P S - 0 04

I

ENG SECT

I

I


I

l

l

02: 1 2


FOUNDATION PS-004

I PS-023

I

*

REINFORCEMENT PLAN

*TOC EL. . 100.150

I

I

1

DENQIES, SINCE G R A I l L U E Y A n O N VARIES, CONTRACTOR TO VERIFY- ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUC~ON/INSTALLATION.

I

PLAN (16 Nos. REQD.)

NUMBERS REQUIRED 1

M T O DESCRIPTION

QUANTITY

UNITS

SAP No.

V

SEE NOTE-5,

*

BLINDING CONCRETE GRADE 10

1.15

m3

N.A.

CONCRETE GRADE 35

5.94

m3

N.A.

I CEMENT SAND GROUT

1

REINFORCEMENT STEEL

429.65

PROTECTIVE COATING

64.30

1 20@FOUNDATION BOLT TYPE - J5 I 1000q POLYTHENE SHEET 2

2

2

SECTION B

50 THK LAID ON 1000g POLYTHENE SHEET

SECTION A

-

A

I

.

-

1 1

64 23.00

B

Kg

N.A.

m2

N.A.

I 1

PCS rn2

I

N.A.

I I

N-A. N.A.

APPROVED FOR CONSTRUCTION A 0

I 1

&$I bbm\- J ~ 3 4&

REV

27.02.11 26.02.11

1

GCS JRP DRAWN BY

DATE


I KBR I TEAML.


IN.09.011 IN.09.011

I

1

J.ENG.

I


DESCRlPllON

I SIGNATURE

I


CHECKED


I CONTwCTNO,: C3110606 I P R O J N o , : PAF'O0405

ALL DIMENSIONS ARE IN MlLLlMETRES AND ELEVATIONS IN METRES. CONCRETE TO BS 8110, GRADE 3 5 FOR REINFORCED CONCRETE, GRADE 1 0 FOR BLINDING CONCRETE USING OPC. 50rnrn COVER TO REINFORCEMENT, REINFORCEMENT TO BS 4449. ALL EDGES SHALL HAVE A CHAMFER OF APPROX. 25rnrn. ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED WlTH TWO COATS OF "FOSROC DEKGUARD S" WITH A DFT OF 3 5 0 MICRONS OR ANY OTHER APPROVED EQUIVALENT. 6. FOUNDATION BOLTS REFER DRG. NO. STD-2-3950-001-A3 7. FOR BAR BENDING SCHEDULE REFER DRG. NO. NIM-2-1842-036-DQ-4

1 1

I

lit

2

( Lh) [THIS DRAWING IS BASED ON P.D.O. DRG. No. STD-2-3903-001 -A3-E - NPE 9031

1

84.18

IN CASE O F DEVIATIONS A MARKED UP PRINT SHALL B E SENT TO THE PROJECT ENGINEER I SCALE : 1: 20 CAD DRAWING

1. 2. 3. 4. 5.

AREA

I

DRWG.WE

:

NIMR SLUDGE P I T S Y S T E M S

:PIPE SUPPORTS-FOUNDATION

I

PARSONS File n a m e : W: \ ~ - C I V I L \ C - ~ ~ ~ ~ O ~ ( E M C ) \ P A I P \ P A I P ~ ~ ~ ~ ~ - D Q \ L AAREA\MECHANICAL UNCHER

No.

6%

16

DETAILS

'ZJ DRw/

I

AREA CODE

as2

(j

4+


IENGI SECT

SERIAL NUMBER

I SHE;TIPRoJIDw/REv.

I

REQUIREMENTS\21842035-~Q.dwg-GCS-27/02/11-10:

CODE SIZE

1

I

I

02: 12

(bL)

WorleyParsans

ulscrall- y-jb &j9 Arabian lndustrbes (3")

JOB NO.: PART ID.:


PAIP00405 NlMR SLUDGE PIT SYSTEM UPGRADE PS-004 TO 007,009 TO 012,014, 015 & 018 TO 023 REF. DWG NO.: NIM-2-1842-035-DQ-3

Total Weight (Kgs)

This schedule complies \with B S 8666 : 2005 All dimensions are In mni Refer t o Bar shape Code drawing * Specified In mult~plesof 5 mm t Specified In mulliples of 25 mm


429 650

NIM-2-1842-036-DQ-4

A JRP PNG 27.02.1 1

%?-

M T O QUANTITY

UNITS

SAP No.

HE 140A

1.90

rn

1000080438

AY

RSC 1 0 0

0.70

rn

100014561 2

\ I

RSA 8 0 x 8 0 ~ 8

1.05

m

100062630

2 0 THK PLATE

0.15

m2

1000062610

1

PCS

DESCRIPTION

TOS EL 101.81 6

EARTHING BOSS

N.A.

NOTE: -3C DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLATION. RSC 100 (NOT VALID FOR

pd

BOS EL 100.365

TI

4-230 HOLES

ELEVATION A-A

ELEVATION

BASE PLATE

SECTION B

-

B

I

I

.

A 0

LIZP) &$I d b U \- $ 9 ~ ~ 4

GCS JRP

27.02.11 26.02.11

,% $ ,!KBR

TEAML REV

A

DRAY BY


ALL DIMENSIONS ARE IN MILLIMETRES. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR. ALL CONNECTIONS TO BE MADE USING 6rnrn CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2

IN.09.011 IN.09.011

J.ENG.

CHECKED

Worleyparsons -Arabian lndustries(~v)1. 2. 3. 4. 5.

APPROVED FOR CONSTRUCTION OSE/28N OSE/28N PROJ. ENG.

DESCRIPTION

SIGNATURE

WBS No.

P D 0 APPROVAL


DESCRIPTION DRAWlNG NUMBER

NOTES

REFERENCE DRAWINGS

DEscRlPnoN

:

P S- 005

I

P A R S O N S F i l e name: W: \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ L A U N C H E R

AREA\MECHANICAL

R E Q U I R E M E N T S \ ~ ~ ~ ~ ~ O ~ ~ - D Q . ~ ~ ~ - G1-1 C S0:- 02: ~ ~ 13 /O~/~

PS-006 PS-007 PS-009 PS-010 PS-011 PS-012 PS-014 PS-015 PS-018 PS-019 PS-020 PS-021 - PS-022 PS-023

ELEVATION A-A

A

7

*

C

*B

101.816 100.520 100.540 100.580 100.598 100.611 100.620 100.651 100.668 100.688 100.708 100.728 100.748 100.762 100.769 I

NIM-2-0992-001-DQ-1

NOTE:

DIMENSION

ELEVATIONS

REFERENCE DRAWING

SUPPORT NUMBER

100.270 100 290 100.330 100.348 100.361 100.374 100.405 100.418 100.438 100.458 100.478 100.498 100.512 100.515

*D 1641

PIPE GUIDE

E

F

300

600

NOS.

REQD. 1

PG-2 -

PG-2

-

I

i

400

700

-

PG-2,6 -

2,4 & 6 -

1

I

-

I

g CO-ORDINATES

1

X

Y

E 111.790 E 107.790 E 99.790 E 96.290 E 93.790 S 30.620 S 36.620 E 90.690 E 86.690 E 82.690 E 78.690 E 74.690 E 71.850 S 38.470

S 29.620

I E 93.290 E 93.290 S 37.820

I E 69.050

DENOTES, SINCE GRADE ELEVAION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLATION.

M T O QUANTITY

UNITS

SAP No.

HE 140A

26.15

rn

1000080438

RSC 100

8.40

rn

1000145612

RSA 80x80~8

16.00

rn

100062630

8 THK PLATE

0.40

rn2

1000062607

20 THK PLATE

2.02

rn2

1000062610

EARTHING BOSS

14

PCS

DESCRIPTION

(ALONG CROSS ARM)

N.A. LC

h"-\


BASE PLATE

ELEVATION

SECTION B

-

B

r~ A

27.02.11

n

n r nrr

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++

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IN.09.011 IN.09.011

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,,,DR,

I

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:

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7

WBS No.

PIPE SUPPORTS & 018 TO 023

PARSONS File name: W: \ 2 _ C l ~ l L \ C - 3 1 O ~ O ~ ( E M C ) \ P A I P \ P A I P O ~ ~ O ~ _ D Q \ L A U N C H AREA\MECHANICAL ER

I

I

R E Q U ~ R E M E N T S \ ~ ~ ~ ~ ~ ~ ~ ~ _ D Q . ~ W ~ 1-1 - G 0: C S02:- 14 ~~/O.~/

REFERENCE DRAWING

SUPPORT NUMBER

NIM-2-0992-001-DQ-1 NIM-2-0992-001-DQ-1

PS-008 PS-013

A

1.

[ A 1 27.02.11 1 I 0 ( 26.02.11 1

.. . . . . . .. . .

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ALL DIMENSIONS ARE IN MILLIMETRES. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. FOUNDATION DETAILS NIM 12 PIPE GUIDE DETAILS NIM 2 ALL STEEL WORK TO BS EN 10025 GRADE S275 JR. CLAMP/SHOE & LlNE STOP DETS. PlPE NIM 2 ALL CONNECTIONS TO BE MADE USING 6rnrn CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION AREA S IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2

I

1

1 8 4 2 10401DQ 13 1 1 8 4 2 0 6 6 DQ 3 1 8 4 2 070 DQ 3 SERIAL

SH.

P

S

DESCRIPllON

DRAWlNG NUMBER


GCS JRP

CO-ORDINATES

REQD. 1 1

PG-2,4,6 & LS-6 PG-2,4,6 & LS-6

X

Y

E 103.790 S 34.420

S 29.620 E 93.290

M T O UNITS

SAP No.

3.60

m

1000080438

RSA 8 0 x 8 0 ~ 8

2.1 0

m

100062630

20 THK PLATE

0.30

m2

1000062610

2

PCS

N.A.

SECTION A-A

I

1541 1541

4

NOS.

QUANTITY

BASE PLATE

NOTES

*D

DESCRIPTION

EARTHING BOSS

ELEVATION

1. 2. 3. 4. 5.

+

C

101.816 100.561 100.311 101.816 100.640 100.394

HE 140A

TOC EL 100.150

*B

PIPE GUIDE/ LINE STOP

DIMENSION

ELEVATIONS

139-1

I KBR (

\c

- w-

-A2

II APPROVED FOR CONSTRUCTlON I APPROVED FOR CONSTRUCTION

I

I

I

GSB ISSUED FOR COMMENTS

IN.09.011 IN.09.011

I OSE/28N I 1 OSE/28N I I PROJ.

ENG.

I SIGNATURE

CASE O F DEVIATIONS A MARKED U P PRINT SHALL B E S E N T TO THE PROJECT ENGINEER SCALE : NTS CAD DRAWING h I I L ~n n 1 z 4 5 6 7 -7 AREA : IUIIVI K

PARSONS File n a m e : W: \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ - D Q \ L A U N C H E R AREA\MECHANICAL

I

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Petroleum Deselo~rnentOman AREA CODE

DRWG

ENG SECT

SERIAL NUMBER

SHEET


N I M 2 1842 039 I

I


02: 1 4

I

(2

NOS.

r2:

REQ'D)

2

2

SECTION B

JC DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS

SECTION A

-

UNITS

QUANTITY

DESCRIPTION

SAP

NO.


0.20

m3

N.A.

CONCRETE GRADE 3 5

1.02

m3

N.A.

CEMENT SAND GROUT

11.80

lit

N.A.

REINFORCEMENT STEEL

73.43

Kg

N.A.

PROTECTIVE COATING

10.80

m2

N.A.

8

PCS

2 4 0 FOUNDATION BOLT TYPE - J10

3.92


B

--

N.A.

N.A.

m2 (c

-

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=


A

Lb)$$Idb(idl1- J ~ w JUJ REV ~

27.02.11 26.02.11

GCS JRP

DATE

DRAWN BY

KBR TEAML.

$/r. APPROVED FOR CONSTRUCTION GSB ISSUED FOR COMMENTS

IN.09.011 IN.09.011

J.ENG.

CHECKED


[THIS DRAWING IS BASED ON P.D.O. DRG. ~ o . 1

* TOC E L


2 -

/

NOTE:

REFERENCE DRAWING

M T O

2

2

~~~~~~ I

FOUNDATION DESlGNATiON

REINFORCEMENT PLAN

PI . -. AN .. .

I

I


WBS No.

DESCRlPllON

SIGNATURE

P D 0 APPROVAL


3. 5 0 m m COVER TO REINFORCEMENT, REINFORCEMENT TO BS 4449. 4. ALL EDGES SHALL HAVE A CHAMFER OF APPROX. 25mrn. 5. ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED WlTH TWO COATS OF "FOSROC DEKGUARD S" WlTH A DFT OF 350 MICRONS OR ANY OTHER APPROVED EQUIVALENT. 6. FOUNDATION BOLTS REFER DRG. NO. STD-2-3950-001-A3 7. FOR BAR BENDING SCHEDULE REFER DRG. NO. NIM-2-1842-041-OG4



O ~ O ~ ( E M C ) \ P A I P \ P A I P O ~ ~ O ~ _ D Q \ L A U N C HA E R ERA \ M E C H A N I C A L

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JOB NO.: PART ID.:

PAIP00405 NIMR SLUDGE PIT SYSTEM UPGRADE PS-008 & 013

REF. DWG NO.: NIM-2-1842-040-DQ-3 Total MTO for Rebars. I ~ i aOf . Bar I T6 Length of Bar (m) Weight (Kgs) Total Weight (Kgs)

1

This schedule complies with BS 8666 : 2005 All dimensions are in mm Refer t o Bar shape Code drawlng * Spec~fiedin multiples of 5 mm t Specified in rnultlples of 25 mm

I

1

T8

I

TI0

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90.00

19.80

55.80

1763

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73 430

NIM-2-1842-041-DQ-4

A JRP PNG

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27.02.1 1

1

PS-016 PS-017

DIMENSIONS

ELEVATIONS

REFERENCE DRAWING

SUPPORT NUMBER

D

I

*F

E

100.470 100.050 100.470 1 0 0 0.50

NIM-3-2141-001-DQ-I NIM-3-2141-001-DQ-1

I

220 220

420 420

1 1

UB-2 UB-2

REFER REFERENCE DRG. REFER REFERENCE DRG.

NOTE: JC DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIORGQ FABRICAT~ON/CONSTRUC-TION/INSTALLATION.

y

ELEVATION

'FOSROC NITOCOTE PE 135' IN 2 COATS WITH GLASS MAT OR MASTER SEAL 5 5 0 OF DEGUSSA OR EQUIVALENT (TYP)

\50 THK. BLINDING CONCRETE LAID --ON 1 0 0 0 g POLYTHENE SHEEl -

6I

M T O

I I 1 I

' E CO-ORD.

RSA 7 0 x 7 0 ~ 7

UNITS

QUANTITY

DESCRIPTION -

1

1.90

1

m

1 1

m3 m3 m2 m2

SAP No.

I

A 1 9 3 MESH FABRIC BLINDING CONCRETE

0.05

CONCRETE GRADE 35

0.20

1

1 0 0 0 g POLYTHENE SHEET

1.00

r

PROTECTIVE COATING

3.60

N.A. N.A.

1 1

I

I

PLAN I I

. ALL DIMENSIONS ARE IN MILLIMETRES EXCEPT PlPE SIZE.

A 0

I. ALL ELEVAllONS & CO-ORDINATES ARE IN METRES. i. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR

REV

GCS JRP

TR,. KBR

DATE

BY


ALL CONNECllONS TO BE MADE USING 5mm CFW. i. ALL STEEL WORK TO RECEIVE CORROSION PROTECllON IN ACCORDANCE WlTH DOCUMENT NO. SP-1246-2 ).

J.ENG.

CHECKED

WBS No.

s

SERIAL

/ S H /

P

is]

AREA

:


DRWG.m

:PIPE SUPPORTS

DEscRiPnoN

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NO.

16

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DRWG

DRAWlNG NUMBER

NOTES



SIGNATURE

P D 0 APPROVAL


sue

A

I


DESCRIPTION

' CONCRETE TO BS 8110,

DESCRIPTION

N.A.


IN.09.011 IN.09.011


c

GRADE 35 FOR REINFORCED CONCRETE, GRADE 10 FOR PCC USING 0.P.C 1. TREATMENT OF POST FROM 30mm ABOVE TO 100rnrn IN TO CONCRETE. PAINT STEEL SURFACE WlTH ASPHALT. APPLY ONE WRAP OF IOmm Thk. FELT. PAINT WRAPPED FELT WlTH ASPHALT.

I I

N.A.

I

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TEAML

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SERIAL NUMBER

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2 1842042~~13I

REQUIREMENTS\21842042,DQ.dwg-GCS-27/02/11-10:

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SUPPORT NUMBER

$ CO-ORDINATES

ELEVATIONS

REFERENCE DRAWING

B

A

X

Y

NOTE: -3C DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLATION. I/ <(TYP)

-

140. -

-

140x1 2 0 x 8 Thk. PLATE

T - - - ~ - ' - f ~ - - ~

I

\

I

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I

I

----

I

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M T O DESCRIPTION

TOC EL 100.150 \


I

I

RSC 1 4 0

1

QUANTITY

UNITS

SAP No.

0.63

rn

10000515 4 0

1

1.30

m

1

! 1

1000080366

1 5 THK PLATE

0.1 0

m2

1000080265

8 THK PLATE

01 0

rn2

1000062607

ELEVATION

1 7 I 4-238 HOLES

1 E 70.950 (FOR PS-024) 72.950 (FOR PS-025)


--

N N

CROSS ARM)

DESCRlPllON

SECTION B-B ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 1 0 0 2 5 GRADE S275 JR PlPE SECTION TO API 5 L GR B. ALL CONNECTIONS TO BE MADE USING 5 m m CFW. DRWG.TYPE

:

DEscR,m&

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02: 16

** ***

pd

4-230 HOLES

ELEVATION UNDER HOLD LOCATION SHALL BE CHECK AT SITE, BEFORE INSTALLATION AND CONSTRUCTION OF PlPE SUPPORT

r-qk-j

I

SECTION B

\ 3 8 0 x 3 8 0 ~ 2 0THK -

B

BASE PLATE

(2 Nos. REQD)

ELEVATION A-A

. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES.

4. PlPE SECTION TO API 5 L GR B. 5. ALL CONNECTIONS TO BE MADE USING 5mrn CFW. DRWG.TYPE

:PIPE SUPPORTS

DESCRlPllON

:

DESCRlPllON

P S - 028

PARSONS F i l e name: W: \ 2 L C l ~ l L \ C - 3 1 O ~ O ~ ( E M C ) \ P A I P \ P A I P O ~ ~ O ~ _ D Q \ L A U N C HAREA\MECHANICAL ER


02:17

2x6-110-1-200

-200

PLAN REINFORCEMENT PLAN

3

3

3

3

SECTION B-B

SECTION A-A

5. ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED WIM TWO COATS OF "FOSROC DEKGUARD S" WIM A DFT OF 3 5 0 MICRONS OR ANY OTHER APPROVED EQUIVALENT. 6. FOUNDAllON BOLTS REFER DRG. NO. STD-2-3950-001 -A3


DRWG.TYPE

:


DEscRlPnoN

:

P S- 028

I

PARSONS File name: W: \ ~ - C I V I L \ C - ~ ~ ~ ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ L A U N C HAREA\MECHANICAL ER

DETAILS

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WorteyParsons

~ 'Jis~ - A r a b ~ a nIndustries (JV)

JOB NO.: PART ID.:

4


PAIP00405 NlMR SLUDGE PIT SYSTEM UPGRADE PS-028


T8

TI0

TI2

11 85

46 80

1740

4 74

29 02

154s

TI6

T20

Document No.: Revision No.: Prepared by: Checked by: Date: T25

NIM-2-1842-046-DQ-4

A JRP PNG

% &

27.02.1 1

T32 \.kW* 49 250

4b5

This schedule compl~eswith BS 8666 : 2005 All dimensions are in mm Refer to Bar shape Code drawing * Specified In multiples of 5 mm t Specified in multiples of 25 mm Sheet No 1 of 1

I I

I I

M T O

I

DESCRlPTlON

I

QUANTITY

UNITS

I

SAP No.

RSA 8 0 x 8 0 ~ 8

1.80

rn

1000062630

8 THK PLATE

0.1 0

rn2

1000062607

4

Nos.

1000062607

M I 6 DIA BOLTS

\ 180x120x8

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SECTION A-A

ELEVATION

(2x2 Nos. REQ'D)

(2 Nos. REQD)


L

( LY) &$I A ~ U - JJUJ~ I JJJREV

-

27.02.11 26.02.11

GCS JRP

Q-J&.

KBR TEAML.

DRAW BY

DATE

9.APPROVED FOR CONSTRUCTION GSB ISSUED FOR COMMENTS J.ENG.

CHECKED

WodeyPar~on~Arabian lndustries(~V) 1. 2. 3. 4. 5. 6.

I I

ALL DIMENSIONS ARE IN MILLIMETRES. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR PIPE SECTION TO API 5L GR B. ALL CONNECTIONS TO BE MADE USING 5rnrn CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2 NOTES


lN.09.011 IN.09.011


WBS No.

DESCRlPllON

SIGNATURE

P D 0 APPROVAL


PIPE SUPPORTS

DRWG.TYPE

:

DESCRlPllON

:PS-029

& 045 I

I

P A R S O N S F i l e name: W: \2-CIVIL\C-310606(EMC)\PAIP\PAIPO0405_DQ\LAUNCHER

AREA\MECHANICAL

I


02: 19

I I

I

QUANTITY

I

UNITS

I

SAP No.

1 1

1

0.70

1

rn

1

100014561 2

I

1 1 1 1

m

1 1 1 I

M T O DESCRIPTION

I

RSC 100

I

RSA 7 0 x 7 0 ~ 7

(

8 THK PLATE

1 I

1 1 1 I

2 0 THK PLATE EARTHING BOSS

NOTE:

*

1.30 0.05 0.15 1

m2

m2

PCS

1 1 1 1

1000080321 1000062607 1000062610 N.A.


PLATE

-4

,+--+-I

4-230 HOLES

ELEVATION A-A 1

I \ 3 8 0 x 3 8 0 ~ 2 0THK

SECTION B

A 0

I 1

$41dbWI - j p J k SJj WorleyParsons - Arabian Industries (JV) k 4 )

( 1. 2. 3. 4. 5. 6.

ALL DIMENSIONS ARE IN MILLIMETRES. FOUNDATION DETAILS ALL ELEVATlONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR PIPE SECTION TO API 5 L GR B. ALL CONNECTIONS TO BE MADE USING 5 m m CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION DESCRIPTION IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2 NOTES

I

CONTRACT NO. : C3110606

I

1 PROJ. NO. : PAIP00405 I

27.02.11 26.02.11

1

GCS JRP

,w

I KBR I TEAML.

REV

DATE

BY

B

-

BASE PLATE

f - APPROVED

FOR CONSTRUCTION GSB ISSUED FOR COMMENTS

1


I

IN.09.011 IN.09.011

J.ENG.

OSE/28N I OSE/28N PROJ. ENG.

DESCRIPTION

I SIGNATURE


CHECKED


IN CASE O F DEVIATIONS A MARKED U P PRINT SHALL B E SENT TO THE PROJECT ENGINEER

1

N I M (2 1842 (0491DQ 13

SUB AREA

AREA

S

SERIAL

SH.

P

S

DRWG.TYPE

:

:

NIMR SLUDGE PIT SYSTEMS PIPE SUPPORTS

1

No,

16

4V'i

*'

:e*

5

++


DRAWlNG NUMBER

REFERENCE DRAWINGS I P A R S O N S File name: W: \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ ~ D Q \ L A U N C HAERRE A \ M E C H A N I C A L


02:19

NOTE:

*

NUMBERS REQUIRED 1


FOUNDATION DESIGNATION PS-030 PS-031 PS-032 PS- 0 3 3 PS-036 PS-037

*TOC EL. 100.1 5 0

I

I

I

DENOTES, SINCE GRADE ELEVAllON VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLATION.

REINFORCEMENT PLAN M T O

PLAN (6 Nos. REQD.)

DESCRIPTION

QUANTITY

UNITS

SAP No.


0.43

m3

N.A.

CONCRETE GRADE 3 5

2.40

m3

N.A.

CEMENT SAND GROUT

31.57

REINFORCEMENT STEEL

169.62

PROTECTIVE COATING 2 0 0 FOUNDATION BOLT TYPE - J5

lit

N.A.

Kg

N.A.

25.21

m2

N. A.

24

PCS

N.A.

POLYTHENE SHEET 2

2

2

SECTION B

SECTION A

-

.w-

2 -

TAL-

B

A

4. ALL EDGES SHALL H A M A CHAMFER OF APPROX. 25mm. 5. ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED WlTH TWO COATS OF "FOSROC DEKGUARD S" WlTH A DFT OF 350 MICRONS OR ANY OTHER APPROVED EQUIVALENT. 6. FOUNDATiON BOLTS REFER DRG. NO. STD-2-3950-001-A3 7. FOR BAR BENDING SCHEDULE REFER DRG. No. NIM-2-1842-050-DQ-4

DRWG.TYPE

:


DEscRlPTloN

:

PS-030

DETAILS

TO 033, 036 & 037

1

P A R S O N S F i l e name: W: \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A ~ P \ P A ~ P O O ~ O ~ - D Q \ L A U N C H E R AREA\MECHANCAL

I

I

REQUIREMENTS\21842049-DQ.dwg-GCS-27/02/1110:

I

l

l

02:20

-

Qb) &&I G k U I >->L dJ3 L o r l e y P a r s o n s - Arablan industries (JV)

JOB NO.: PART ID.:


PAIP00405 NIMR SLUDGE PIT SYSTEM UPGRADE PS-030 TO 033,036 & 037


T8

TI0

TI2

43.45

162.00

sszo

17.38

100.44

57.80

TI6

T20

Document No.: Revision No.: Prepared by: Checked by: Date: T25

NlM-2-1842-050-DQ-4

A JRF' PNG

x y

27.02.1 1

T32

169 620

This schedule complies with BS 8666 .ZOO5 All d~mensionsare in mm Refer to Bar shape Code drawing * Specified in multiples of 5 mm iSpecified In multiples of 25 mm Sheer No 1 of 1

1

SUPPORT NUMBER

1

REFERENCE DRAWING

ELEVATIONS

DIMENSIONS

VIEW B-B TOS EL 100.825 (PS-031) TOS EL 100.824 (PS-032)

EARTHING BOSS (REF. STD-4-0305-01-

NOTE: -3C DENOTES, SINCE GRADE ELEVATlON VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABR~CATION/CONSTRUCT~ON/INSTALLAT~ON.

A4)

SECTION B

-

B

DESCRIPTION

3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR. 4. ALL CONNECTIONS TO BE MADE USING 6mrn CFW. 5. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2

REFERENCE DRAWINGS PARSONS File n a m e : W: \2-CIVIL\C-31

PIPE SUPPORTS

DRWG.TYPE

:

DEscRlPmoN

:PS-031

8c 0 3 2

O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ - D Q \ L A U N C H E RAREA\MECHANICAL

REQUIREMENTS\21842051 -DQ.dwg-GCS-27/02/11-10:

02: 21

ELEVATION A

-

A

NOTE: X DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLATION.

DESCRIPTION

ELEVATION

SECTION B

-

B

DESCRIPTION

3. ALL STEEL WORK TO B S EN 1 0 0 2 5 GRADE S 2 7 5 JR. 4. ALL CONNECTIONS TO B E MADE USING 6 m m CFW. 5. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT No. SP-1246-2 NOTES

REFERENCE DRAWINGS

DRWG.TYPE

:

DESCRlPTlON

:

P S- 03 3

P A R S O N S File name: W: \ ~ _ C I V I L \ C - ~ ~ O ~ ~ ~ ( E M C ) \ P A I P \ P A I P O ~ ~ ~ ~ _ D Q \ L A U N C H E R A R E A \ M E C H A N I C A L

R E Q U I R E M E N T S \ 2 1 842052-DQ.dwg-GCS-27/02/11

-1 0: 02: 2 1

/ SUPPORT

110x1 4 0 x 8 THK TOS EL. 'A'

SCHED. 4 0 SEE NOTE 8

**

1

REFERENCE DRAWING

NUMBER

NIM-2-0992-001

PS-034

ELEVATIONS A

-DQ-1

1

DIMENSIONS 230

100.838 100.050

Nos. CO-ORDINATES REQD. 'x' CO-ORD. 'Y' Co-ORD.

*D

C

*B

1a

/

1

788

E 68.500

I

S 32.692

II I

GRADE A-193 MESH FABRIC

!I!

\ 3 l h k . CLOSER

'FOSROC NITOCOTE PE 135' IN 2 COATS WITH GLASS MAT OR MASTER SEAL 550 OF DEGUSSA OR EQUIVALENT (UP)

/y \ ELEVA1oN

*

NOTE:

I

PLATE 50 M K BLINDING CONCRETE "LA,, ON iooog PoLYmENE SHEET

**ELEVATION

DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRlCATION/CONSTRUCTION/INSTALLATION.

M T O

UNDER HOLD

1


2.60

m

1000051540

3 THK PLATE

0.01

m2

1000062605

-

-

1

-

1

0.06

1

m2

1.30

m2

1000062697

BLINDING CONCRETE

0.05

m3

N.A.

1

CONCRETE GRADE 3 5

1

0.20

1

m3

3.60

m2

N.A.


1.OO

m2

N.A.

I

I

I

ALL DIMENSIONS ARE IN MlLllMETRES EXCEPT PlPE SIZE. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR PlPE SECTION TO API 5 1 GR B. ALL CONNECTIONS TO BE MADE USING 5mm CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WlTH DOCUMENT NO. SP-1246-2

I

1

I 1

h

I

27.02.11 26.02.11

1 [

I

GCS JRP

I

I KBR I

REV

Worleyparsons - Arabian Industries (JV)

DATE

DRAWN BY

,


I

I

1

1 & yl/, I APPROVED TEAML

Lb)$$Ib k u l - ~ Y J&JJ Q

7 CONCRETE TO BS 8110, GRADE 35 FOR REINFORCED CONCRETE, GRADE 10 FOR PCC USING 0.P.C 8. TREATMENT OF POST FROM 30mm ABOVE TO 100mm IN TO CONCRETE. PAINT STEEL SURFACE WlTH ASPHALT. APPLY ONE WRAP OF 1Omm Thk. FELT. PAINT WRAPPED FELT WlTH ASPHALT.

I

A 0

FOR CONSTRUCTION ~ S BISSUED FOR COMMENTS

I

I

CHECKED

I

I

I

IN.09.011 IN.09.011

I O S E / ~ ~1 N I OSE/28N I

J.ENG.


I

N.A.

PROTECTIVE COATING

[THIS DRAWING IS BASED ON P.D.O. DRG. No. STD-2-3101-001-A3-D - TYPE IOl]

1

1000062607

A 1 9 3 MESH FABRIC

PLAN

1. 2. 3. 4. 5. 6.

I

SAP No.

UNITS

-

8 THK PLATE

I

I

QUANTITY

DESCRIPTION

WBS No.

SIGNATURE

P D 0 APPROVAL


SUB AREA

,NIMR SLUDGE PIT SYSTEMS

DRWG.TYPE

:PIPE SUPPORTS


S

SERIAL

SH.

P

S

DESCRlPllON

DRWG

DRAWlNG NUMBER

NOTES

DESCRlPllON


,PS-034 & 035

I

P A R S O N S File name: W : \ ~ - C I V I L \ C - ~ ~ ~ ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ L A U N C H EA R E A \ M E C H A N I C A L

AREA CODE I

I / NIM I

I

SECT ENG I

SHEET

NUMBER SERIAL 1

1

CODE SIZE PROJ DWG REV I

I

I

2 1842053~~13I

REQUIREMENTS\21842053-DQ.dwg-GCS-27/02/11-10:02:

I

l

l

22

/ SUPPORT I

I NUMBER I

I

REFERENCE DRAWING

ELEVATIONS A

I I

I*B I

DIMENSIONS C

I*D

I

/

p, .,l -p ~

GUIDE

I

NOS. REQD

I 4 CO-ORDINATES I

I

x

Y

1

1

NOTE: -X DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLATION.

M T O

ARM)

1

RSC 1 0 0

(

2 0 THK PLATE -

-

I

QUANTITY

/

UNITS

I

SAP No.

1

0.30

1

rn2

1

1000062610

EARTHING BOSS

2

PCS [C

N.A. b-

.

-t A L

I

I

I

BASE PLATE

SECTION B

-

B A 0

27.02.11 26.02.11

GCS JRP

-


d/

KBR


IN.09.011 IN.09.011

I

I

OSE/28N OSE/28N

DESCRIPTION

2. 3. 4. 5.

ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE 5 2 7 5 JR. ALL CONNECTIONS TO BE MADE USING 6 m m CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2 DESCRIPTION


~ ~ ~ ~ ( E M C ) \ P A I P \ P A ~ P ~ ~ ~ ~ ~ ~ D Q \ AL RAEUA \NM C E CHH E A NRI C A L

R E Q U I R E M E N T S \ ~842054-DQ.dwg-GCS-27/02/11-10: ~

02: 23

TOS EL 100.850

EARTHING BOSS TOS EL 100.450 a

ELEVATION A- A

0

d-

SECTION B (2

NOS.

-

REQD)

ELEVATION (SCALE 1:10)

DESCRIPTION

3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR 4. PIPE SECTION TO API 5 L GR B. 5. ALL CONNECTIONS TO BE MADE USING 5mm CFW.

,,.,,, oEscRlP-rloN

,PIPE SUPPORTS

:PS-038

8C 046

B

NOTE:

*

DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATlONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLATION.

REINFORCEMENT PLAN

rj

PLAN

3

3

3

3

M T O

b

- -

1

-

0.12

rn 3

N.A.

CONCRETE GRADE 3 5

0.70

rn 3

N.A.

CEMENT SAND GROUT

10.52

lit

N.A.

REINFORCEMENT STEEL

48.97

Kg

N.A.

PROTECTIVE COATING

6.50

m2

8

PCS

2.28

PCS

20@ FOUNDATION BOLT TYPE - J5 POLYTHENE SHEET

\c

3

SECTION A-A

CONTRACTNO

.-

--

I N IICTDCC IIV W L II\LJ.

-- --- --...------ --..----,... -.. ...- .,. --,. ,. ,.,..,.,,.

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UIJVIIJ

I

C3110606

1

A 0

27.02.11 26.02.11

REV

DATE

GCS JRP

I

$/ +-

N.A.

m


KBR

DRAWN

BY

PR0J No

I

4. A U EDGES SHALL HAVE A CHAMFER OF APPROX. 25mm. 5. ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED WlTH TWO COATS OF "FOSROC DEKGUARD S" WlTH A DFT OF 3 5 0 MICRONS OR ANY OMER APPROVED EQUIVALENT.

PUFrKFn

WBS No.

I

PROJ. ENG.

II

SIGNATURE

I

P D 0 APPROVAL

IN CASE OF DEVIATIONS A MARKED UP PRINT SHALL BE SENT TO THE PROJECT ENGINEER I SCALE: 1 . 7 0 CAD DRAWING

I

NlMR

AREA

:

W B AREA


'Sw (j v

16

I

1

~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O ~ ~ ~ ~ ~ D Q \ L A UA RNECA H \ MEE CRH A N I C A L

No.

I /

NOTES/REFERENCE DRAWINGS P A R S O N S F i l e name: W: \ 2 _ C l V l ~ \ C - 3 1

I

DESCRlPllON

PROJECT DRAWING KtVlSlON

PAIP00405

,.--

OSE/28N OSE/28N

IN.09.011 IN.09.011


- n n u u l u n n I l l u u u r n m r u \r w l

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I

-

N.A.

-rAz

loo

&A)

1, ALL DlMENSlONrI

.

N.A.

(TYP)

--

7

SAP No.


SECTION B-B LAID ON 1000g POLYTHENE SHEET

UNITS

QUANTITY

DESCRIPTION

REQUIREMENTS\PI

NIM 2 1 8 4 2 0 5 6 ~ ~ ( 3

I

842056-DQ.dwg-GCS-27/02/1

I

I

1

1-1 0: 02: 24

kz~a%m%~a~nl ~~%2~$
PAIP00405 NIMR SLUDGE PIT SYSTEM UPGRADE PS-038 & 046

REF. DWG NO.: NIM-2-1842-056-DQ-3


T8

TI0

TI2

11.85

46.35

17.40

4.74

28.74

15 49

TI6

T20

Document No.: Revision No.: Prepared by: Checked by: Date: T?5

T32

NIM-2-1842-057-DQ-4 A

JRP PNG 27.02.1 1

/ w

-hlhu

7A s 48 970

T h ~ sschedule complies with B S 8666 : 2005 All d ~ m e n s ~ o are n s in mm Refer to Bar shape Code drawing * Specified in multiples of 5 mm t Specltied in multiples o f 2 5 mm Sheet No - 1 of 1

1

SUPPORT NUMBER

NOTE:

y

ELEVATION

'FOSROC NITOCOTE PE 135' IN 2 COATS WITH GLASS MAT OR MASTER SEAL 5 5 0 OF DEGUSSA OR EQUIVALENI

\50

*

REFERENCE DRAWING

I

1

ELEVATIONS D E

I

I

DIMENSIONS ++F G

I

I

'U' BOLT

/

DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRIGATION /C-ONSTRUCTION/INSTALLATION.

THK. BLINDING CONCRETE LAID ON 1000g POLYTHENE SHEET

I

QUANTITY

I

UNITS

1

SAP No.

I 1

1

2.70

(

m

1

1000062630

1

M T O DESCRIPTION

(np)

I I I

CO-ORD.

I

RSA 8 0 x 8 0 ~ 8 A 1 9 3 MESH FABRIC

1.28

m2

1000062697

BLINDING CONCRETE

0.05

m3

N.A.

CONCRETE GRADE 3 5 1000s POLYTHENE SHEET PROTECTIVE COATING

1 1

0.20

1

m3

1.00

(

m2

3.1 0

I I

N.A.

N.A. N.A.

m2

I I

PI AN 1. 2. 3. 4. 5. 6.

1 1


I I

ALL DIMENSIONS ARE IN MILLIMETRES EXCEPT PlPE SIZE. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR PlPE SECllON TO API 5L GR B. ALL CONNECTIONS TO BE MADE USING 5mm CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECllON IN ACCORDANCE WlTH DOCUMENT NO. SP-1246-2

7 CONCRETE TO BS 8110, GRADE 35 FOR REINFORCED CONCRETE, GRADE 10 FOR PCC USING 0.P.C 8. TREATMENT OF POST FROM 30mm ABOVE TO 100mm IN TO CONCRETE. PAINT STEEL SURFACE WITH ASPHALT. APPLY ONE WRAP OF 10mm Thk. FELT. PAINT WRAPPED FELT WIM ASPHALT.

AREA

S

SERIAL

SH.

P

S-

DRWG.TYPE

:

PI P E SU P P OR TS

oEscRlPTloN

:

P S- 0 3 9 & 0 40

DESCRIPTION


DRWG

AREA CODE

SECT ENG

NUMBER SERIAL

SHEET

CODE PROJ SIZE DWG REV.

ORAWNG NUMBER

NOTES


I

P A R S O N S F i l e name: W : \ ~ - C I V I L \ C - ~ ~ ~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O ~ ~ ~ ~ _ D Q \ L A U N CA H R EEAR\ M E C H A N I C A L

NIM

NO I

I

2 1842 058DQ 3 A I


I

I

M T O DESCRIPTION

QUANTITY

UNITS

SAP No.

2.30

m

1000051 5 4 0


rn

1000080366 0.40 -

RSC 140 1 5 THK PLATE

0.05

m2

1000080265

8 THK PLATE

0.08

rn2

1000062607

NOTE:

*


ELEVATION C-C U3

1 4 0 x 1 1 0 ~ 8THK.

I

-e 1 6 0 x 1 4 0 ~ 8Thk PLATE Ln

GUIDE SUPPORT)

dM 7

SECTION B-B

*TOC EL '00.150

I I

I I

I

I

Aw- w

700

-

-l D

ELEVATl ON A- A


145

A 0

ELEVATl ON (SCALE 1: 10)

LLY) %$I A b u l - 3 ~ ~ REV4

27.02.11 26.02.11

GCS JRP

NOTES

AREA DESCRlPllON

isi

E

L

iM.

j

P

is

DRAWN BY

DATE

P A R S O N S F i l e name: W: \ 2 _ C l ~ l L \ C - 3 1

J.ENG.

CHECKED


W S No.

P

SIGNATURE

D 0 APPROVAL



s u B AREA

:

DRWG.mL

:PIPE SUPPORTS

No.

16

dh 5

&Uu*S> ++


DRAWlNG NUMBER

REFERENCE DRAWINGS

KBR

OSE/28N OSE/28N

IN.09.011 IN.09.011


%-41 TEAML

WorleyParsos - Arabian lndustries(~~) ALL DIMENSIONS ARE IN MILLIMETRES. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR PlPE SECTION TO API 5L GR B. ALL CONNECTIONS TO BE MADE USING 5 m m CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2

r

DEscRlPmoN

:

P S- 04 1

~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O ~ ~ ~ ~ _ D Q \ L A UA N R ECAH\ MEERC H A N I C A L

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DRWG I

SERIAL NUMBER

ENG SECT I

I

PRDJ DWG REV. CODE SIZE

SHEET I

I

I

I

N I M 2 1842 059 D Q R E Q U I R E M E N T S \ ~ 842059-DQ.dwg-GCS-27/02/1 ~

1-1 0: 02: 25

1 I

M T O

I

DESCRIPTION

1

3" SCHEDULE 40 PIPE

I

RSC 140

QUANTITY

1 1

0.38

15 THK PLATE

I t

!n

.

1000080366 1000080265

I

1000062607

rn2

NOTE: 3- DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLATION.

TOS EL 101.094 V

RSC 140

1000051540

I

rn

0.08

8 THK PLATE

0

rn

I

SAP No.

1 1

rn

I

0.05

I

I

UNITS

1 1

1.95

I

I

140x110x8 THK. PLATE 160x110~8Thk. PLATE TOS EL 100.834 /

GUIDE SUPPORT)

I l l

TOS EL 100.622

I I

3" SCHEDULE

I I

v

.A-

160x110x8 THK. PLATE

ELEVATION C-C E 70.900 (ALONG CROSS ARM)

*TOC EL 100.150

I

\ 220x220~15THK BASE PLATE

SECTION B-B


ELEVATION A-A ELEVATION A 0

1

&$I CI~U\ &U

( bh)

(

27.02.11 26.02.11

1

ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR PIPE SECTION TO API 5L GR B. ALL CONNECTIONS TO BE MADE USING 5rnm CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2

REV

DATi

BY

NOTES

:

s

SERIAL

SH.

P

s

I

I

I

IN.09.011 IN.09.011

J.ENG.

CHECKED

I


DESCRIPTION

I SIGNANRE


:

P I PE SU P PORTS

DESCRIPTION

:

P S- 04 2

DRAWlNG NUMBER

I

N I M R SLUDGE P I T SYSTEMS

DRWG.TYPE

DESCRIPTION

REFERENCE DRAWINGS

KBR


-


SUB AREA

AREA

I

TEAML


2. 3. 4. 5. 6.

GCS JRP

R PARSONS File n a m e : W: \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A ~ P \ P A I P O O ~ O ~ _ D Q \ L A U N C H EAREA\MECHANICAL

NO.

.J,&mu**3>

16

++

Petroleum Development Oman DRWG

AREA CODE

I I NIM

ENG SECT

SERIAL NUMBER

SHEET

PROJ DWG RE\ CODE SIZE

2 1842 060 DQ 3 A


I I

02: 2 6

M T O QUANTITY

UNITS

SAP No.

3" SCHEDULE 40 PIPE

1.00

rn

1000051540

2" PIPE SCHEDULE 40

0.40

m

1000051537

15 THK PLATE

0.05

m2

1000080265

8 THK PLATE

0.05

m2

1000062607

DESCRIPTION 110 x 8 0 ~ 8THK. TOS EL 100.841

v

NOTE:

*

DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABR~CAT~ON/CONSTRUCTION/INSTALLATION.

TOS EL 100.671

\ I

110

-

P7

I I

4-230 HOLES

I

1 7

hc<

i\ 1 ,, h / I

\

160x110x8 Thk. PLATE (NOT VALID FOR GUIDE SUPPORT)

I

I I

220x220~15THK BASE PLATE

I I

-

v

I J.


ELEVATION A 0

&$I b k u l 34 REV Worleyparsons -Arabian lndustrier(~V) h - 4 )

27.02.11 26.02.11

-

GCS JRP

'$1 APPROVED FOR CONSTRUCTION

KBR TEAML

DATE

ORAM BY

"

ALL STEEL WORK TO BS EN 10025 GRADE S275 JR PlPE SECTION TO API 5L GR B. ALL CONNECTIONS TO BE MADE USING 5mm CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT No. SP-1246-2

IN.09.011 IN.09.011


CHECKED

,

3. 4. 5. 6.

I

I I II

110~80x8Thk. PLATE GUIDE SUPPORT)

L$

-


DESCRIPTION

WBS No.

SIGNANRE

P D 0 APPROVAL


DESCRlPllON

DRAMNG NUMBER

NOTES

DEscRlPTloN


:

P S- 04 3

I

PARSONS File n a m e : W: \ ~ - c I v I L \ C - ~ ~ ~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O ~ ~ ~ ~ _ D Q \ L A U N AREA\MEcHANICAL CHER

I

R E Q U I R E M E N T S \ ~8~4 2 0 6 1 -DQ.dwg-GCS-27/02/11-10:

02: 27

NOTE: *

DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR-TO FABRICATON-/CONSTRUCTON/INST~lLATION.

REINFORCEMENT PLAN PLAN (2

NOS.

REQ'D)

2

2

2

2

2

2

2

2

SECTION B

SECTION A

-

-

B

A

7. FOR BAR BENDING SCHEDULE REFER DRG. NO. NlM-2-1842-063-DQ-4

1


DRWG.~E


DESCR,P,ON

:ps-oOl

& 002

I

PARSONS File name: W:\2-CIVIL\C-310606(EMC)\PAIP\PAIPO0405-DQ\LAUNCHER

DETAILS

'DRWG

SECT MG

NUMBER SERIAL

SHEET

CODE DWGRE". PROJ SIZE

/ 1 N I M ' 2'1842'062D Q ( IA~ I I

AREA\MECHANICAL

CODE AREA

I

I


I

I

*

ir

'-

h i = &Jill ) Worleyparsons

dJ3

LkL.4->+,b

- Arabtan

JOB NO.: PART 1D.:

lndustnes

(JV)


PAIP00405 NlMR SLUDGE PIT SYSTEM UPGRADE PS-001 & 002

REF. DWG NO.: NIM-2-1842-062-DQ-3

Total Weight (Kgs)

This schedule complies with BS 8666 - 2005 All d~rnensionsare in rnm Refer to Bar shape Code drawing * Specified in multiples of 5 mm t Specified in multiples of 25 mm


47.760

NIM-2-1842-063-DQ-4

A GCS PNG

%-?/

27.02.1 1

PlPE GUIDE DESIGNATION

NOMINAL PlPE SIZE INCHES

-MM

PIPE OD

DIMENSIONS A

B

C

D

E

T

Nos. REQD.

UB-0.5

'4 "

15

21.3

8

32

40

45

30

10

-

UB-0.75

3/4 "

20

26.7

8

37

45

55

35

10

-

ELEVATION

DESCRIPTION

3. MATERIAL-BOLTS TO B S EN 10025 GR S275 JR NUTS TO I S 0 898/11 GR 8 4.U-BOLT CORROSION PROTECTION SHALL COMPLY

I

I

I

PARSONS F i l e name: W: \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ - D Q \ L A U N C H E RAREA\MECHANICAL

I

I


02:28

REFERENCE DRAWING

SUPPORT NUMBER

NUMBER REQD.

6"

1

NIM-3-2142-001 -DQ-1 NIM-3-2141-001 -DQ-1

PS-002 PS- 008 /

PlPE SlZE

PlPE CLAMP FOR DETAILS K 5

I

M T G \CUT

FROM IPE 220/ 3GA lTYP

tX

IPE 200

SAP No.

UNITS

QUANTITY

DESCRIPTION

1

IPE 220

1

1.6

I

m

I

1000165322

I

I

IPE 200

1

0.80

1

m

1

1000080437

1

I

10THK. PLATE

-

1000062608

m2

APPROVED FOR CONSTRUCTION [

A 0

1

27.02.11 26.0fi1

1

GCS GCS

1 KBR 1

9 1 APPROVED FOR

I I

CONSTRUCTION GSB ISSUED FOR COMMENTS

1

IN.09.011 IN.09.011

I O S E / ~ ~/ N IOSE/~~N~

DESCRIPTION

NO HOLES IN LlNE PIPE. 4. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2 5. REFER STD-2-3812-001 FOR PIPE CLAMP TYPE-812 DESCRlPllON

1

R

E

i s

sER1AL

j w. j

P

i.1

Petroleum Develo~mentoman DRWG.wr

:PIPE SUPPORTS

-

DRWG

-

DRAWlNG NUMBER

NOTES

REFERENCE DRAWINGS PARSONS File name: W: \2-CIVIL\C-31

DEscRlPTloN

, PIPE CLAMP WITH SHOE AND

LlNE STOP DETAILS

O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ L A U N C H EAREA\MECHANICAL R

AREA CODE

I I NIM

ENG SECT

SERIAL NUMBER

SHEET

PROJ DWG REV CODE SlZE

I

2 1 8 4 2 0 6 5 ~ ~ 1 3


02: 29

TYPE

-

A

TYPE

LINES 2" TO 6"

UNES

-

an TO

B 24"

PG-24

24"

600

610.0

340

447

RSC 140

-

PG-30

30"

750

762.0

150

464

RSC 140

-

r-

M T O QUANTlTY

DESCRIPTION

I


TYPE

-

* - GAP SHALL BE AS PER PIPING GA. IF NOT sPEclFlED IT SHALL BE 2rnrn

I FOR LOCATION REFER PIPING GA. I

C

UNITS

SAP No.

RSC 140

-

rn

1000080366

RSC 100

-

rn

1000145612

RSA 100x100x12

-

rn

1000142036

2.20

m

1000062629

RSA 50x50~6

LINES 30" & ABOVE

\c

'

-* ? b z

APPROVED FOR CONSTRUCTION I

Y/U

&$I

( bi~) &[SMlj p ~ b

I

I

I

A 0

27.02.11 26.02.11

GCS GCS

REV

DATE

BY

WorleyPar~ons- Arabian Industries (JV)

[THIS DRAWING IS BASED ON P.D.O. DRG. NO. - TYPE 6041 STD-2-3604-001-A3-C

CONTRACTNO

2. ALL STEEL WORK EXCEPT REINFORCING PLATE TO TO BS EN 10025 GR S275 JR 3. ALL CONNECTIONS TO BE MADE USING 6rnm CFW. 4. STEELWORK CORROSION PROTECTION SHALL COMPLY WlTH SP-1246-2

C3110606

1

PROJ NO :

I

I

I

&' KBR .

P D 0 APPROVAL

IN CASE OF DEVIATIONS A MARKED U P PRINT SHALL BE SENT TO THE PROJECT ENGINEER I SCALE : N T S CAD DRAWING

:


No.

#%

16

s

SERIAL

SH.

P

s

NOTES

DRWG.TYPE

I

P A R S O N S F i l e name: W: \2-ClVIL\C-31

:PIPE SUPPORTS -,--

DEscRlpnoN


,*1


DESCRlPllON DRAWING NUMBER

I

WBS No

DESCRIPTION

1 CHECKED

OSE/28N OSE/28N

IN.09.011 IN.09.011


I


PAIP00405

SUB AREA

AREA

I

n , , a n # - -

:PIPE GUIDE

DETAILS r - . 7 T . , ,

I

0606(E~~)\P~lP\~~lP00405-DQ\LAUNCHE A RRE A \ M E C H A N I C A L

CODE

I

I

I

I

SECT I

NUMBER I

CODE SIZE I

REQUlREMENTS\21842066LDQ.dwg-GCS-27/02/11-10:

I

I I

l

l

I

I

02: 29

REFERENCE DRAWING

SHOE NUMBER PS-038 PS-046

1-11

SIZE

NIM-3-2140-001-DQ-1 NIM-3-2140-001-DQ-1

SLOPE

LINE STOP

NUMBER REQD.

1: 200 1: 200

LS-2 LS-4

1 1

2" 4"

IPE 200 CUT FROM

I

i--M T

I

DESCRIPTION

O

1

IPE 200

1000080437

rn rn m m2

0.40

HE 220 A HE 300 A

LlNE STOP

SAP No.

UNITS

QUANTITY

10Thk. PLATE

1000165618 1000165651 1000062608

(SCALE 1: 5)

I

1

I A

GCS GCS

27.02.11 0 26.02.11

IREv1

( LL)$41 &bm\Jgu& IIVIICJ

CONTMCTNO

1, ALL DIMENSIObF A Y >' "HKL

W'

Un

I Ih4r-P

'""VnT

"1"'

"7'

IN M I L L I M L I K L ~L h u r I r l r L JILL.

1 I

C3110606 I

I

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- nluulull IIIUUJIIIGJ

1 PROJ NO I

(V 1 1

NOTES

DRAWN BY

I

I

AREA nCCrD1DnnN "L.,,",.,, ,,-,.

I

I

I

I

DRAWNG NUMBER

I PROJ.

ENG.

WBS No.

II

SIGNATURE

I

P D 0 APPROVAL

I

PI

I

lnor

IT

cv


I

SUPPORTS

SERIAL

S

1

DESCRIPTION

OSE/28N OSE/28N

IN CASE OF DEVIATIONS A MARKED UP PRINT SHALL B E SENT TO THE PROJECT ENGINEER 1 SCALE : NTC CAD DRAWING

PAIP00405

~n

I I

I

I

I

I

PROJECT DRAWING REVISION ----

~ I I L

I

I ENC

rurruFn

1

DRWG

AREA CODE

I DEscRlpTloN


1

J

2. 3. 4. 5.

ALL ELEVAllONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR. ALL WELDS 6rnrn CFW. UNLESS NOTED ALL THESE SHOE DETAILS ARE APPLICABLE ONLY FOR THICK WALLED PIPES. FOR THIN WALLED PIPES USE EITHER TYPES 417 & 4 2 4 OR DESIGN A FULL SLEEM WTH A BACKING STRIP TO AVOID LONGITUDINAL WELDING DIRECTLY ON PIPES. 16. STEELWORK CORROSION PROTECTION SHALL COMPLY WITH SP-1246-2 I

I

I UIJVIIJ

DAE

KBR ITALI1 I

I

IN.09.011 IN.09.011


)!?

Q&


I

:LINE STOP DETAILS FOR PS-058 & 0 4 6

PARSONS File n a m e : W: \ ~ - C I V I L \ C - ~ ~0 6 0 6 ( E M C ) \ P ~ l P \ ~ ~ l P 0 0 4 0 5 - D Q \ L A U N C H E R AREA\MECHANICAL

ENG SECT

SERIAL NUMBER

SHEET

I


I l l

NIM 2 1 8 4 2 0 6 7 D Q 3 A I

I

REQUlREMENTS\21842067-DQ.dwg-GCS-27/02/11-10:

02: 30

TYPE - B [FOR PIPES 10" TO 24"]

TYPE - A [FOR PIPES 1%" TO 8"]

PlPE SHOES FOR HORIZONTAL LINES 4 No 10 Thk. STIFF. PLATES TO BE USED FOR H=150 AND OVER.

V

TYPE - D [FOR PIPES 10" TO 24"]

TYPE - C [FOR PIPES 1%" TO 8"]

PlPE SHOES FOR SLOPING LINES

2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. 3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR. 4. ALL WELDS 6mm CFW. UNLESS NOTED

A BACKING STRIP TO AVOID LONGITUDINAL

SUB AREA

:

DRWG.TYPE

:

TYPE - A [FOR PIPES 2" TO

TYPE lo"]

-

TYPE

B

-

C

[FOR PIPES 20" TO 24"]

[FOR PIPES 12" TO 18"]

I DESCRIPTION

*-

I

M T O QUANTITY

UNITS

SAP No.

0.35

m

1000132250

-

rn

1000062629

12x30 BAR

GAP SHALL BE AS PER PIPING GA. IF NOT SPECIFIED IT SHALL BE 2rnm

RSA 5 0 x 5 0 ~ 6

FOR LOCATION REFER PIPING GA. MARKING 'SG' REFERS TO GUIDE FOR PIPE HAVING SHOE MARKED AS 'PG' IN PIPING GA


-

( LL)

A 0

-

-

& ( C u j pI3 4

dU


3. ALL CONNECTIONS TO BE MADE USING 6mm CFW. 4. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT NO. SP-1246

P A R S O N S File name: W: \2-CIVIL\C-31

GCS GCS

27.02.11 26.02.11

, /

KBR TEAML

REV

DATE

BY


IN.09.011 IN.09.011

J.ENG.


CHECKED

DESCRlPllON

SIGNATURE



s u B AREA

:

DRWG.TYPE

:

NIMR SLUDGE

PIT

~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ L A U N CAREA\MECHANICAL HER

SYSTEM

R E Q U I R E M E N T S \ ~ ~ B ~ ~ ~ ~ ~ - D Q . ~ W ~ - G-1C 0: S 02: - ~ ~31/ O ~ /

PlPE GUIDE DESIGNATION LOAD BOLT

qy,

NOMINAL PlPE SIZE

Nos. REQD.

MM

A

B

C

W x T

DIA x Lg.

"

15

21.3

32

51

12

25 x 5

M12 x 45

-

"

20

26.7

32

51

12

25 x 5

MI2 x 45

-

1"

25

33.4

38

57

12

25 x 5

MI2 x 45

-

1'/2 "

40

48.3

50

70

16

40 x 6

M12 x 45

-

PC-2

2"

50

60.3

58

85

16

40 x 6

MI2 x 45

-

PC-3

3"

80

88.9

85

110

20

40 x 6

M20 x 65

-

PC-4

4"

100

114.3

96

127

24

60 x 10

M24 x 75

-

PC-6

6"

150

168.3

135

175

28

65 x 12

M24 x 75

12

PC-8

8"

200

219.1

160

200

28

65 x 12

M24 x 75

-

INCHES

PC-0.5

'/2

PC-0.75

,/4

PC-1 PC-1.5

+

ELEVATION

BOLTS

DIMENSIONS

PIPE OD

VIEW A-A


I A 1 27.02.11 / 0

I I

REV

-

DATE

AREA

s

SERIAL

/SH

P

& 1 APPROVED

KBR

DRAW BY

1

FOR CONSTRUCTION GSB ISSUED FOR COMMENTS

CHECKED

/ S



1 OSE/28N I OSE/28N PROJ. ENG.

J.ENG. DESCRIPTION

WBS NO.

,NIMR SLUDGE PIT SYSTEMS

DRWG.TYPE

:PIPE SUPPORTS

,EscR,loN

, PIPE CLlP (HEAVY) DETAILS

No.

16

SIGNATURE

P D 0 APPROVAL

I

~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ L A U N CAREA\MECHANICAL HER

i(

% ' DRWG

DRAWlNG NUMBER

NOTES

IN.09.011 IN.09.011


su,ME*

DESCRlPTlON

I TEAML

(LL~ $41 ) &bCud\- $pJk & WorieyParsons Arabian Industries (JV)

[THIS DRAWING IS BASED ON P.D.O. DRG. No. STD-2-3812-001-A3-D - TYPE 8121 1. ALL DIMENSIONS ARE IN MILLIMETRES. 2. EACH CLAMP TO BE SUPPLIED COMPLETE WlTH 2 BOLTS & NUTS AND 1 TUBULAR DISTANCE PIECE. 3. MATERIAL-BAR TO BS EN 10025 GR S275 JR BOLTS TO IS0 898/1 GR4.6, NUTS TO IS0 898/2 GR4, CLAMP SPACER-CARBON STEEL 4. PlPE CLlP CORROSION PROTECTION SHALL COMPLY WlTH SP-1246-2

26.02.11

GCS GCS

Petroleum Develooment Oman AREA CODE

I I NIM

ENG SECT

SERIAL NUMBER

SHEET


I I

2 1842 070 DQ 3 A

I

REQUIREMENTS\21842070LDQ.dwg-GCS-27/02/11-10:

I

02: 3 2

5

PLAN

(TYP

SECTION B-B

GRD EL 100.000

APPROVED FOR CONSTRUCTION 5 0 THK BLINDING CONCRETE LAID ON 1000g POLYHTENE SHEET

IN 2 COATS WITH GLASS MAT

SECTION A-A

,,w,.m,

NOTES/REFERENCE

DRAWINGS

:

CIVIL DETAILS

MASTER DRAWING RE PARSONS File name: W: \ 2 _ C l ~ l L \ C - 3 1

O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ L A U N C H E RA R E A \ 2 1 8 4 3 0 0 1 -DQ.dwg-GCS-27/02/11-10:

00: 2 2

M.T.O.

1 WANTlTY

FOUNDATION PLAN

SECTION C - C (2 Nos. RE@) (SCALE 1:lO)

SECTION D - D (SCALE 1:10)

SECTION A-A

SECTION

B-B

UNITS

SAP No.

M T O QUANTITY

UNITS

SAP No.


0.15

m3

N.A.

CONCRETE GRADE 35

0.90

m3

N.A.

CEMENT SAND GROUT

10.60

lit

N.A.

REINFORCEMENT STEEL

73.61

Kg

N. A.

PROTECllVE COATING

9.20

m2

N.A.

8

PCS

N.A.

m2

N.A.

DESCRIPTION

200 FOUNDAllON BOLT TYPE - J5

2.90


NOTE:

JC

DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUC~ON/INSTALLATION.

REFERENCE DRGS: -

o1

-5

0

I

REINFORCEMENT PLAN

PLAN (2 SEE NOTE-2 7

NOS.

REQ'D)

s/ 5 I

t--

2

2

SECTION B

1

I I

I

I

SECTION A

-

GEN.NOTES, LEGEND & ABBREVIATIONS (CONG.) - PLATFORM P I DETAILS. - - - . - - - - - . - - - - - - - - - FOUND BOLTS . . . . . . . . . . . . . . . . . . . . . . . . . . BAR BENDING SCHEDULE - - - - - - . - - . - - - - - - - . FOUNDATION LOCATION PLAN- . - - - . - - - - - - . - - -

NIM NIM STD NIM NIM

-2-1841 -001 -DQ-3 -2-1844-001-DQ-1 - 2 - 3 9 5 0 - 0 0 1 -00-3 -2-1844-003-DQ-4 - 2 - 0 9 9 2 - 0 0 1 -DQ-1

0

2

LAID ON lOOOg POLYTHENE SHEET

1. 2. 3. 4. 5.

2

-

B


loo

A

A 0

( Lb)$$ILktidl- j 9 w ~ 4&a I I V I I C J I U I J V I I J - ~ I U Y I U I II I I U U J b I I G J ( V W I

REV

1

27.02.11 26.02.11 DATE

GCS GCS

KBR

DRAM BY

APPROVED FOR CONSTRUCTION GSB ISSUED FOR COMMENTS I

TEAML

PROJ. ENG.

J.ENG.

DESCRlPnON ,

OSE/28N OSE/28N

IN.09.011 IN.09.011

3/C-

-

SIGNATURE

WBS No.

P D 0 APPROVAL

rurruEn

P. R.O- J- -F C- T D- R A W I N G R E V I S I O N

I

,

CONTRACTNO.: C3110606

(

PROJ.NO.: PAIP00405

I N CASE O F DEVIATIONS A MARKED U P PRINT SHALL B E S E N T TO THE P R O J E C T ENGINEER SCALE : 1 : 20 CAD DRAWING 0

/

,,scRlpnoN : PLATFORM FOUND A-I ION M A S T E R D R A W I N G REVISION CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE P A R S O N S F i l e name: W: \ ~ _ C I V I L \ C - ~ ~o ~ o ~ ( E M c ) \ P A I P \ P A I P o o ~ O ~ _ D Q \ L

I

1

2

3

4

5

NIM 2 1844002

6

7

(LL) -%$I

Y~L-JJ

-

>MJ'- ~

J

J


wor~ey~arson -sArablan lndustrles (JV)

JOB NO.: PART ID.:


PAIP00238 NIMR SLUDGE PIT SYSTEMS PLATFORM-PI


Designation PLATFORM-PI

- --

T8

TI0

TI2

48.25

54.00

23.40

19.30

33.48

20 83

TI6

T20

T25

NIM-2-1844-003-DQ-4

A GCS PNG 27.02.1

(@

T32

\c

-

uJdLvcuY>

Tpz73 610

Length of No. of Total Bar Type Nos. Shape Bars in & each Bar Reqd code Nos. Mark each Size t

1 23 4

TI0 2 TI2- - 2-2 TS 2 T8

24 12 5 10

-

48 24 10 20

1125 975 1975 1425

21 11 51 51

D'

A"

B"

C'

125 200 450 450

900 780 450 175

125

E/R^

-

-

- --

-

-

-

- ---

-

-~ -- -

-

-

-

.

-- - -

-

.

- --

- .-

-

--

-

- -- - -.

-

--

--

-

-

-- -

This schedule complies with BS 8666 - 2005 All dimensions are in mm Refer to Bar shape Code draw~ng * Spec~fiedIn mult~plesof 5 mm t Spec~fiedIn mult~plesof 25 mm

-

- --

-

-

-

----

-

-

M.T.O. DESCRIPTION

QUANTITY

I UNITS I

SAP No.

0.13

m'

N.A.

BLINDING CONCRETE CONCRETE GRADE 3 5

0.71

m

N.A.

CEMENT SAND GROUT

4.62

L!

N.A.

PCS

N.A.

4

FOUNDATION BOLTS

1 1 1

REINFORCEMENT STEEL I POLYTHENE SHEET 1 0 0 0 q OF STAIR & FOUND. k 0 1 S 2 1 . 3 0 0

3

1 1 1

7.84 41.04 2.60

I I 1

rn2 kg

m2

I I 1

N.A. N.A. N.A.

g

=

*

NOTE:


REFERENCE 1. 2. 3. 4.

SECTION B-B

DRGS:-

GEN.NOTES, LEGEND & ABBREVIATIONS (cONC.) - - - - - NIM FOUND BOLTS . . . . . . . . . . . . . . . . . . . . . . . . . . . STD . - - - - - . - - - - - - . - - . - . NIM BAR BENDING SCHEDULE FOUNDATION LOCATION PLAN - - . - - - - - - . - - . - - - NIM

-2-1841 -001 -DQ-3 -2-3950-001 -00-3 -2-1 844-005-DQ-4 -2-0992-001 -DQ-1

I CONCRETE GRADE-35 I \c.-'-"

-'E

APPROVED FOR CONSTRUCTION SECTION A-A Lb)

hbm\.$

I

I

I I

wIm

TWO COATS OF "FOSROC

DEKGUARD S" WITH A DFT OF 350 MICRONS

I

I I

I I

I

OR ANY OTHER APPROVED EQUIVALENT.

I 1 I

I -

-

REV

DATE

APPROVED BY

1. ALL DIMENSIONS ARE IN MILLIMETRES AND

ELEVATIONS IN METRES.

NOTES/REFERENCE

DRAWINGS

I

I

-

DATE

q-

BY

OSE/28N OSE/28N

IN.09.011 IN.09.011

APPROVED FOR CONSTRUCTION '@b KBR GSB ISSUED FOR COMMENTS

PROJ. ENG.

J.ENG.

SIGNANRE

WBS No.

DESCRlPllON

P D 0 APPROVAL

CHECKED

P R O J E C T DRAWING REVISION IN CASE OF DEVIATIONS A MARKED U P PRINT SHALL 1 E SENT TO THE PROJECT ENGINEER I SCALE : 1: 20 CAD DRAWING

2. ALL EXPOSED CONCRETE SURFACES SHALL

BE TREATED

REV

GCS GCS

I CONTRACT NO. : C3110606 I PROJ. NO. : PAIP00405 1

I I

I

I

27.02.11 26.02.11

TEAML

9~~4


A 0

-

-

PROJ.ENG.

DESCRIPTON

SPEC.ENG.

AREA

:

NlMR

SUB AREA

:

NIMR SLUDGE P I T SYSTEMS

I

No.

16

3

2

4

5

6

7

;r

#R&

Petroleum Develotxnent Oman DRWG.TYPE

:

CI VI L D ETA 1 LS

DEscRipTloN

:

STAIR FOUNDATION MK'D SF1

WBS NO. PDO APPROVAL

M A S T E R DRAWING REVISION

1

0

AREA CODE

DRWG I

SERIAL NUMBER

ENG SECT I

I

SHEET I

PROJ DWG REV, CODE SIZE I I I

IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE P A R S O N S F i l e n a m e : W: \ ~ - c I v I L \ c - ~ ~~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O ~ ~ ~ ~ ~ D Q \ L AAREA\^^ U N C H E8 R 4 4 0 0 4 - ~ ~ . d w g - ~ c ~ - 2 7 / 0 2 /1-1 1 0: 00:26

(LL) Worleyparsons

LI=L--I~>+>b

&a

- Arabian lndustnes (JVJ

JOB NO.: PART ID.:


PAlP00238 NIMR SLUDGE PIT SYSTEMS STAIR FOUNDATION

REF. DWG NO.: NIM-2-1844-004-DQ-3

Total Weight (Kgs)


NIM-2-1844-005-DQ-4

A GCS PNG 27.02.1 1

41 040

This schedule complies with BS 8666 : 2005 All d~mensionsare In mm Refer to Bar shape Code drawing * Specified in multiples of 5 m m t Specified In mult~plesof 25 m m Sheet No I of 1

M.T.O. DESCRIPTION ,.--

I

QUANTITY

1-1/4"

PIPE SCHEDULE 40

1" PIPE SCHEDULE 40

PLAN CROSSOVER (I

NO.

I

SAP No.

13.00

m

1000080367

0.1 0

2

m

1000062608

26.1 0

m

N.A.

11.50

m

1000051530

1.10

2

rn

N.A.

10 THK PLATE

\TOG EL 101.800 25 Thk GRATING

UNITS

.--

RSC 180

CROSS - OVER S 25.700

/

25 THK. GRATING 25 THK. STAIR TREAD

16

PCS

N.A.

M12 HSB WITH NUT & WASHER 45 Lg

64

PCS

N.A.

MI6 HSB WITH NUT & WASHER 55 Lg

24

PCS

N.A.

C01

REQD.)

CONSTRUCTION/INSTALLATION.

REF. DRGS. 1. 2. 3. 4. 5. 6.

1. ALL DIMENSIONS ARE IN MlLLlMETRES AND REV


OTESlREFEREN CE DRA

GS

DATE

APPROVED BY

GENERAL NOTES, LEGEND AND ABBREVIATIONS.- . . . . - NIM -2-1841 -002-DQ-3 TYPICAL GRATING AND TREAD DETAILS.- . . . . . . . . . - NIM -2-1841 -004-DQ-3 TYPICAL STAIR AND HANDRAILING DETAILS.. - - - - - - - - NIM -2-1841 -003-DQ-3 STAIR FOUNDATION DETAIL- - - - - - - - . - - - - - - - - - - NIM -2-1844-013-DQ-3 FOUNDATION LOCATION PLAN - - - - - - . . - - - - - - . - - - NIM -2-0992-001 -DQ-1 PIPING PLAN - . . . . . . . . . . . . . . . . . . . . . - . . . . - NIM -3-2140-001 -DQ-1

DRWG

DESCRlPTlON

AREA CODE

ENG SECT

SERIAL NUMBER

SHEET

PDO APPROVAL

MASTER DRAWING REVISION

DEscRlpTloN

,CROSS OVER-COI

CASE OF DEVIATIONS MARKED UP PRJN'J' SHALL SENT TO COASTAI, DESIGN OmCE PARSONS File name: W: \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D O \ L A U N C H EAREA\MECHANICAL R

NO


NIM 2 1844 006 DQ 3 A

pl

REQUIREMENTS\21844006-DQ.dwg-GCS-27/02/1110:

02: 33

3450

FOUNDATION PLAN

PLAN CROSS OVER - C 0 4

SECTION D

-

(SCALE 1: 5)

SECTION B-B (2 Nos. REQD.) (SCALE 1: 10)

SECTION A - A

SECTION B

-

B

D

DESCRIPTION

UNITS

SAP No.

0.20

m3

N.A.

CONCRETE GRADE 35

1.1 1

N.A.

CEMENT SAND GROUT

11.30

m3 lit

REINFORCEMENT STEEL

94.46

Kg

N.A.

PROTECTIVE COATING

11.50

m2

N.A.

8

PCS

N.A.

3.92

m2

N.A.


J5 BOLTS

QUANTITY

2 0 ~ 3FOUNDATION BOLT TYPE - J5 POLYTHENE SHEET

NOTE:

JC

N.A.


REINFORCEMENT PLAN

2

2

2

SECTION B SECTION A

-

2 -

B

A

DESCRIPTION

4. ALL EDGES SHALL H A M A CHAMFER OF APPROX. 25rnrn. 5. ALL EXPOSED CONCRETE SURFACES SHALL BE lREATED WlTH TWO COATS OF "FOSROC DEKGUARD S" WlTH A DFT OF 3 5 0 MICRONS OR ANY OTHER APPROVED EQUIVALENT. 6. FOUNDATON BOLTS REFER DRG. NO. STD-2-3950-001-A3 ,D ,R w .

P A R S O N S File name: W: \ 2 _ c l ~ l L \ C - 3 1

:

CIVIL DETAILS

~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O O ~ ~ ~ - D Q \ L A U N CAHR E AR\ M E C H A N I C A L

R E Q U I R E M E N T S \ ~8~4 4 0 0 8 - ~ ~ . d w ~ - ~ ~ ~ - 2 7 / 0 2 / 1 1 -02: 1 0 35 :

+=-I

++I

-

-L= -1

- 23-+

di9


WorleyParsons - Arablan Industries (JV)

JOB NO.: PART ID.:


PAlP00405 CF2 - BAR BENDING SCHEDULE

REF. DWG NO.: NIM-2-1844-008-CN-3 Total MTO for Rebars. Dia. Of Bar T6 Length of Bar (m) Weight (Kgs) Total Weight (Kgs)

T8

TI0

TI2

118.75

23.40

73 63

20.83

TI6

T2O

T25

NIM-2-1844-009-CN-4

A

*/

GCS PNG 27.02.11

T32 (c

- ma -TAX

94.460

This schedule complies with B S 8666 2005 All d l m e n s ~ o n sare in mm Refer to Bar shape Code drawing * Specified In multiples o f 5 m m t Spec~fiedIn multiples o f 2 5 mm Sheet No 1 of I

I

I OUANTlM I UNITS I

DESCRIPTION

I

HE 140 A

1

RSC 180 PLATFORM

1L

I I

28.50

I 1

1

rn

I

m

I

SAP No. 1000080438 1000080367

RSC 120

8.W

rn

1000080365

25 THK. GRATING

9.W

2

N.A.

PCS

N.A.

25

W 30.600 C U M t D . v @ +--S I .

8.80

MK. STAIR

10

TREAD

I

1 0 % ~ PLATE

0.30

1

I

R A T 60x10

1

3.80

1

I

FlAT Box10

1

20.50

1

1-1/4'

1

PIPE SCHEDULE 4 0

1

50.80

I

n?

rn

1

m m

I I

1000062608 1000132245 lWMXU)326 N.A.

-

4-2W

f

72

PCS

N.A.

M12

40

PCS

N.A.

HSB WlM NUT & WASHER 5 0 Lg

I

PFl

TYPE J5

M16 HSB WlM NUT & WASHER 55 Lg

----+----> m t DENOTES. slNCE GRADE REVAllDN VARIES CONTRACTOR TO VERIFY CONSTRUCllON/lNSTALLATIDN. ELEVATIONS AND DIMENSIONS AT gl€. PRIOR TO FABRICATION/

W STAIR FDN.

OF STAIR FDN.

+r3~.1m-

+F~~.GF EDGE W PLATFORM-PI & P2

PLAN

FOUNDATION LAYOUT (FOR PLATFORM P2)

FOUNDATION LAYOUT (FOR PLATFORM P I )

(PLATFORM MK'D ~2 AS DRAWN ) (PLATFORM P I MIRROR IMAGE)

SECTION D - D (SCALE 1: 5)

SECTION C-C TYPICAL BASE PLATE DETAIL (3

NOS.

REO'D)

CONSTRUCTION

SECTION A-A

SECTION 8-B

A 27.0211 0 28.0211

1. ALL DIMENSIONS ARE IN MILUMETRES AND aEVAllONS IN METRES.

NOTES

GCS KS

~ ( U ~ ) W . Y W . > P ~ Jw> I N y

NOTES : 1. HANDRAIL SHAU BE SUITABLY MDDIFIED AT SITE TO CLEAR V A L E LOCATION AND ANY OMER PIPING INTERFERENCE IF REWIRED.

PIPING PLAN STAIR FWNDATlON MKD - SF1 FWNDATlON DETAILS FWNDATION LLXATlON PLAN TYPICAL DETAIL W GRATlNG TYPICAL DETAIL W STAIR 6r HANDRAIL GEN. NOTES, LEGUJD & ABBREYATIWS (STEEL) mrmDl

REFERENCE DRAWINGS

NIM NIM NIM NIM NIM NIM NIM m

3 2

2 2 2 2 2

*

2140 1844 1844 0992 1841 1841 1841

W l 00 013 DO 011 DO DM DQ 004 DQ W 3 DO 0 0 DQ

-LY

1 3 3 1 3 3 3

Worlrlpowm-Arab!i~nlndvsbin(JY)

CohrmAnNO. C3110606

1

PRO1 N O . PAIP00405

I

-

-

N I P ,Sm

mm

m

- , , n

-

II

-

7

m

---

- I.larnr , , --

-

M A S m DRAWING REVISIW CASE OF DEVIATIONS YhffI(XD UP PRnrr SHALL BE SBPT TO COASTAL DgglGN OWICE PARSONS Flla "oms: W:\2-CIVIL\C-310606(EMC)\PAIP\PAIPW4051,O\LAUNCHR

D

,STRUCTURAL

STEEL DETAILS

I

,PLATFORM MK'D-P1

& P2

C D D

~~

l

J

PROW C y D R p T

-- cmE

wo

-

QS/W m=lm mm

-tm

w : 1:20

:NMR

=/ZEN

IN.W.Ql1 IN.W.Ql1

KBA GSB ISSUED FWI CWYENTS

PROJECT DRAWING RMSIDN BE CASZ OF DETWllONS h XAlUCED UP PRINT

m

m U W W M

AWROMD FOR WSRUCMN R~-V%. .

l

lDID1 1,EETIy.BFI,

11-

D.D Q

-_

NIM 2 1844010DQ 1 A

AREA\MECHANICAL REOUIRUIENE\21~440104(l.dwg-GCS-27/02/11-102: 3 6

I

M T O

1 DESCRIPTION I BLINDING CONCRETE GRADE 10 I CONCRETE GRADE 35 r

1 QUANTITY I 1 0.30 1 1 1.70 1

UNITS m3 m3

1 I 1

N.A. N.A.

CEMENT SAND GROUT

31.58

lit

N.A.

REINFORCEMENT STEEL

143.27

Kg

N.A.

I PROTECTlVE COATlNG 1 200 FOUNDATION BOLT TYPE - J5

1 1

I

I

1000o POLYMENE SHEET

NOTE:

+

I 1 I

SAP No.

PCS

I I

N.A.

I I

m2

1

N.A.

I

18.12

(

m2

24

I

6

1

N.A.

DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCllON/INSTALLATION.

REFERENCE DRGS: -

RNNFORCEM-ENT PLAN PLAN

1. GENERAL NOTES, LEGEND & ABBREV. (CONC.)

- NIM-2-1841-001-DQ-3

2. FOUNDATION BOLTS

-

3. PLATFORM DETAILS 4. FOUNDATION LOCATION PLAN 5. BBS

-

STD-2-3950-001-00-3

NIM-2-1844-010-DQ-1 - NIM-2-0992-001-DQ-1 - NIM-2-1844-012-DQ-4

(6 Nos. REQ'D)

I CONCRETE

GRADE 35 1

I

JSSA

SECTION

B

-

B I

SECTION A

-

.

A

&$I hbUI - $& WorleyParsons - Arabian Industries (JV) %b)

1. ALL DIMENSIONS ARE IN MM, LEVELS ARE IM METERS.

REV

DATE

APPROVED

BY

WBS NO.

j

sPEc.ENG.

DATE

BY

I

I

I

GCS GCS

I

IN.09.011 IN.09.011

I

I OSE/28N /

( O S E / ~ ~I N

J.ENG.

PROJ. ENG. DESCRIPTION

SIGNATURE

I


CHECKED



DRwG.mE

:

C I VI L D ETA I L S

DEscRlpTloN

:

FOUNDATION DETAILS MK'D-PFI

IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE P A R S O N S F i l e name: W: \ ~ - C I V I L \ C - ~ ~ ~ ~ O ~ ( E M C ) \ P A I P \ P A I P O ~ ~ ~ ~ _ D Q \ L A U N C HAERRE A \ M E C H A N I C A L

AREA CODE

DRWG

PDO APPROVAL

M A S T E R DRAWING REVISION

I

I I

I & 4\/ 1 APPROVED FOR CONSTRUCTION I KBR ( GSB I ISSUED FOR COMMENTS TEAML

~ J REV J

pR0J.m. DESCRIPTION

I

1 27.02.11 1 1 ( 26.02.11 1 A 0


I

I I

ENG SECT I

SERIAL NUMBER I


SHEET I

I

I

I

NIM 2 1844 011 DQ


02: 37

4-b) & d l GIs-I - yp_)ii&_)J LorleyParsons - Arablan lndustrles (JV)

JOB NO.: PART ID.:


PAIP00238 NlMR SLUDGE PIT SYSTEMS PLATFORM-Pl &P2


REF. DWG NO.: NIM-2-1844-011-DQ-3

Length of No. of Bar Type Nos. Total Shape Bars in & each Bar Reqd code Mark Nos. each Size f

Designation PLATFORM

FDN. PFI

--

1 2 3

6 6 6

TI0 TI2 T8

24 12 3

144 72 18 ---

925 725 1975

-

-

21 11 51

NIM-2-1844-012-DQ-4

A GCS

PNG 27.02.1 1

%y

D'

A'

B*

C'

125 200 450

700 530 450

125

--

E/R"

---

-

-.

~

- --

~

-

---

-

-- -

-.

---

--

-

-

--

-- -

-

.

-

This schedule complies with BS 8666 - 2005 All dimensions are in mm Refer to b a r shape Code drawing * Specified in multiples of 5 m m t Specified in multiples of 25 mm

-

--

-

--

- - . --

1

M.T.O.

1 I

I

0.39

BLINDING CONCRETE

1

I

CONCRETE GRADE 3 5

2.1 3

CEMENT SAND GROUT

13.90

FOUNDATION BOLTS

SAP No.

UNITS

QUANTITY

DESCRIPTION

12

I

7

mJ

N.A.

I

7

rn"

N.A.

~i~

N.A.

PCS

N.A.

2

PROTECTIVE COATING

23.52

rn

N.A.

REINFORCEMENT STEEL

123.1 0

kg

N.A.

r-8

N.A.

POLYTHENE SHEET 1000g

NOTE:

*

7.80


REFERENCE DRGS: PLAN (6 Nos. REQ'D)

1. 2. 3. 4.

SECTION B-B

GEN.NOTES, LEGEND & ABBREVIATIONS (CONC.) - - - - - NIM . . . . . . . . . . . . . . . . . . . . . . . . . . . STD FOUND BOLTS . - . . - - - - . - - - - - . - . . - NIM BAR BENDING SCHEDULE - - . - - - - - . - . . - . - - NIM FOUNDATION LOCATION PLAN

-2-1 841 -001 -DQ-3 - 2-3950-001 -00-3 -2-1844-014-DQ-4 -2-0992-001 -D&1

( C . h *

-rP

2-


I

I

1

I

I

SECTION A-A

DRwcm,

:CIVIL DETAILS

D,scR,p,m

:

STAIR FOUNDATION MK'D SF1

I

I

I

pg&)

(&'--) fiL-123-& d,3 Worleyparsons - Arablan Industries (JV)

JOB NO.: PART ID.:


PAIP00238 NIMR SLUDGE PIT SYSTEMS STAIR FOUNDATlON



Designation STAIR FOUNDATION

T8

T10

T12

86.40

45.90

67 50

34.56

28.46

60

T20

TI6

NlM-2-1844-014-DQ-4

A GCS PNG 27.02.1 1

T32

T25

(r

oa

- w-

123 loo

Bar Mark

ze

1 2 3

TI0 T12 T8

Size

Length of No. of Total Nos. Shape Bars in each Bar Reqd code Nos. each ?

6 6 6

36 60 54

6 10 9

1275 1125 1600

21 21 51

A*

B'

C'

150 150 520

1000 450 200

150 550

D'

E/R'

-

-.

---

-

-

-

-

-- -

1 --

-- --

--

-

- --

-

-.-

-- -

.-

-

-.

1

-

.-

--

--

-

.~

- -

--. --

--

-

--

This schedule complies with BS 8666 : 2005 All dimensions are in mm Refer to Bar shape Code drawing * Specified i n multiples of 5 mm t Specified in mult~plesof 25 mm Sheet No. 1 of 1

1

M.T.O. I WANllM I UNITS 1

DESCRIPION

I

I

I

SAP No.

CONCRETE GRADE 35 BUNDING CONCRETE 36.10

POLYlHENE SHEET 1WOg PROTECTIVE COAING

133.60

REINFORCEMENT STEEL

1 24-ll2-9-150

4399.57

N.A.

(l) (0)

24-Tl2-9-150

PLAN AT ROOF LVL. PLAN AT FOOTING LVL.

NOTE : 1, TOC ELEVATION OF CULVERT MATCH WITH EXISTING GRADE ELEVATION 2, POLYMENE SHEET AND 5 0 m m M K . KORK PACK TO BE PLACED INSTALL REINFORCEMENT & TOP SLAB CONCRETED. 3,

*

CONTRACTOR SHALL VERIFY THE EXISTING BURIED PIPE UNE TOP ELEVATION. BEFORE PRIOR TO CONSTRUCTION.

4, CONTRACTOR S H A U VERIFY EXISTING BURIED PIPE UNE TOP ELEVATION TO TOC ELEVATION OF CULVERT, IF VARIES SHOWN ON DRAWING. CONTRACTOR S H A U TAKE CARE OF CONCRETE QUANTITY & REBARE AT ACWAL DIMENSION OF SITE CONDITION.

OR MASER S U L 550 OR EWIVALENT (TYP)

W

DEGUSSA


SECION A-A

SECTION A-A

-- ---

bLu)b$l

S U l >,",liJ,.,

IL1

lum

C O N m C I N O C3110606

I PRDJ

PAlP 00405

NO

IN

CASE

1 ALL DIMENSIONS ARE IN MIUMETRES AND LEMLS ARE INMETRES NOES

-

REFERENCE DRAWINGS

*u

2 1845 OD2 DQ 4

1841 W 5 DQ 3 2 1641 001 DQ 3 2 2126 W 6 DQ 1

, m-

S

L

P

*

-

1

?T

-

-

ILY

m,s

YM

DJ

CASE OF

-

-

DEVUTIONS

-

llYL

--

- - --

'

~

~

NLUml 1 1 1 1

P R M C T DRAWlNG RMSION SXALL BE SENT TO

OF DEVUTIDNS A MARKED UP F'RINT

A

NIM NIM NIM NlM m

-

m

W d n y P m - ARbm InduIner(JY)

BBS STANDARD BAR SHAPE CODES GEN NOES. LEGEND & ABBRL-CONC PIPING GA

I

A 27 mil m m ~ , ~ / ~ r n o FOR v mcarmcnm 0 B ~ l GCS l KBR & IWD FOR WUYDITS

wm m l os/m rn m

S 3 L w .

?DO-

THB PROJECT X N G m

NlMR

CONCRETE STRUCTURE

-

~DDG A & REINFORCEMENT DETAILS MASTER DRAWlNG REVISION FOR ROAD CULVERT N0.5 MARKED UP PRWT SHALL BE SENT 10 COASTAL DFSIGN D m C E PARSONS tlls noma V t \2-U~L\C-3106D6(EMC)\PAlP\PAIPW4059O\LAUNCHER AREA\21845WlJP

" mE

m m

-

I*Ymm

YL~~ 001yDQ 1~ A NIM '=2C T Y845

dwg-GCS-27/02/11-1@

DO. 27

m

(&I--)&&I LilStLdl- 5- >4 Jg Worleyparsons - Arabian ~ n d u s t r i e s(JV)

JOB NO.: PART ID.:


PAIP00405 FIELD FACILITY CULVERT NO. 5

Document No.: IVIM-2-1845-002-DQ-4 Revision No.: A Prepared by: GCS

Checked by: Date:


T8

TI0

T12

T16

T20

1897.45

1097.50

1688 74

2710.83

T25

@ [/

PNG 27.02.1 1

T32 (C

- wrJAn TAZ

4399 570

This schedule complies with BS 8666 2005 All d~mensionsare in mm Refer to Bar shape Code drawing * Spec~fiedin multiples of 5 mm t Specified in multiples of 25 mm Sheet N o . I of 1

I

M.T.O. DESCRIPTITION

Boo0

(W)

I

r'

WANTIN

UNITS

4080

Id

CONCRETE GRADE 35 BUNDING CONCRfiE POLYTHENE WEn lWOg PROlECTIK COAllNG REINFORCMDJT STEEL

SAP

No

NA

1.90

n?

N. A

36.10

m2

NA

133.60

n?

N.A

kg

NA

4399.57

gLO

2x2-T12-3 X I N RONF.

.

. --

-

-- --

--

- 1 54-no-8-150 - I 54-no-8-150

-

(7(8)

I /

I


NOTE :1. TOC ELEVATION OF CULVERT MATCH MTH EXISTING GRADE ELEVATION

.

X

roc n

1

-

.-

. L -

\

a

,

2. POLYTHENE SHEET AND 5 0 m m M K . KORK PACK TO BE PLACED INSTALL REINFORCEMENT & TOP SLAB CONCRETED.

*

3.

*

CONTRACTOR SHALL VERIFY M E EXISTING BURIED PlPE UNE TOP ELEVATION. BEFORE PRIOR TO CONSTRUCTION.

4. CONTRACTOR SHALL VERIFY EXISTING BURIED PlPE UNE TOP ELEVATION TO TOC ELEVATION OF CULVERT. IF VARIES S H O W ON DRAWING. CONTRACTOR SHALL TAKE CARE OF CONCRETE OUANTIN & REBARE AT AClUAL DIMENSION OF SITE CONDITION

2x54-n(t5-150

5. AFTER INSTALLATION & CONSTRUCTION OF CULVERT, CONTRACTOR FOUND MERE IS A ANY LEVEL DIFFERENCE TOP OF ROAD TO TOP OF CULVERT CONTRACTOR SHALL PROVIDE NECESSARY RAMP TO TOP OF CULVERT TO TOP OF ROAD

2x54-DO-6-150

6. CONTRACTOR SHALL MAINTAIN M E RAMP SLOP 1:10

SIDE SLOPE SHALL BE 1:2 7. RAMP FILLING MATERIAL S H A U BE IN ACCORDANCE WITH PDO ERD-17-01 PART-S

SECTION A-A

SECTION A-A

-1

~ ) i u J J i i j k ~ u n l i . j ;MP ~ ~ ~ ~w ~ WorleyPmnr- Anbiul lndusbin (JV)

88s STANDARD BAR SHAPE CODES GPI.NOTES, LEGEND & ABBRE-CONC PIPING GA. 1. A U DlMENSlONS ARE IN MIWMETRES AND LEVELS ARE IN MElRES. NOTES

-

REFERPlCE DRAWNGS

NIM NIM NIM NIM -'I

2

1845 0 0 4 DO 2 1841 0 0 5 DO 21 841001 OQ 2 2126 011 DO s+ I I

-

-.ID

4

3 3 1

-

S

IIILI

y . a

m

MP

-

DLIsm

-

1

rau*~

ma-

-

-

-

-1ma

I

IN.W.OI1 IOP/2BNI lu.w.rn1 lOP/2BN(

I

r*LLBID].~llllllt

II(m

rru: 1:25 0

:NIMR

aprm

:LUNLKL I t 3IKULIUKL

-,..s-n--

I

I

roo-

PROJECT DRAWNG RMSION

m

- --

-

I

c--8

,ena n -

-

1

a

1

w

ru

,

*

r

c

-

', l

cyDymq

+

~

,-m,

~

~ mrrm m ~

~mm, : G.A & REINFORCEMENT DETAILS MASTER DRAWlNG REWSlMJ NIM ' 2 845'003'DQ 1 FOR ROAD CULVERT N0.2A CASE OF DKVIARONS ~URKEDUP PRINT S ~ A L LBB SBFT m COASTAL omclr PARSONS Fllc name: W\2_CIWL\C-310606(MC)\PAIP\PAIPW405~O~UNCHER AREA\21B45003DP.dwg-GCS-27/02/11-10:00:2

n

m

A

pS&J

bL) La*C*nll - 2 ~ 42.3~ (WorleyParsons - Arablan lndustnes (JV)

JOB NO.: PART ID.:

4


PAIP00405 FIELD FACILITY CULVERT NO. 2A


REF. DWG NO.: NIM-2-1845-003-DQ-1

Designation CULVERTNO.2A

Length of No. of Bar Type Nos. Total Shape Bars in & each Bar code Reqd Mark Nos. each Size t

1 2

1

T12 TI2

1-

216 56

216 56

2625 8625

21 21

. -

A GCS PNG @ / 27.02.1 1

A'

B^

C'

375 375

1900 7900

375 375

p p

-

E/R'

D'

-

-

--

-

-

.

- -

--

--

NIM-2-1845-004-DQ-4

-

-- .- -

-

- A

- -

--

-

--~p

.-

-

.. --

---

Thls schedule complies with BS 8666 : 2005 All d~mensionsare in mm Refer to Bar shape Code drawing * Specified In multiples of 5 mm t Specified in multiples o f 2 5 mm Sheer N o

l of 1


,

\ LAID ON lOOOg POiYRlENE SHEET

750 (W)

5W (W)

750 (-Typ)

'FDSRDC NITDCDTE PE 135' IN 2 COATS M M GLASS MAT OR MASlER SEAL 550 OF DEGUSSA OR EQUIVALENT (TYP)

\r

SECllON A-A

I

SECTION A-A

I

m(k)

A 27.0211 0 28.M11

b$ fikLd-Jyh&E"

w m n NO.: C3110606

BBS G.A. OF CULMRT NO. 1 STANDARD BAR SHAPE CWES

2 ALL M P O S m CONCRETE SURFACES W A L L BE TREATm YnM TWO COATS OF -FOSRM: DEKGUARD S' WTH A DFT OF 350 MICRONS OR ANY OMER 1. ALL DIMENSIONS ARE IN MlUME'IRES AND LEKLS ARE IN METRES. NOTES

PIPING GA. oomr*

REFERPiCE DRAWNGS

NIM NlM NIM NIM NlM -

2 2 2 2 2 I

1845 1845 1841 1841 2126 -

m-

I

I w DO ~4 ,005 DO 1 W 5 DO 3 W 1 DO 3 010DO1 ,

y . a

L

'

C

I

*

M

1 PROJ NO : PAIP OM05

N I

y

ME

WorlqPanom- Arabian Indmbia (NJ

c m

M

,

T

-

---

- ---

-

I.larnr

DLPICm

CDO-

-

APPROM) FDR CDNSlWCna( w-y.' ksR S E ISSUED FoR L U U E N E

-

IYL-

m

:CONCRETE STRUCTURE DETAILS

OSE/M

Iw.m.rni

05~12W )1PI

-*)

-e

'

-

YU EmT

m

,DO-

I**-

-

-

THB PROJELT KNGINEEB

-. , , C

w D :t 1 : 2 4

:NIMR

,G.A & REINFORCEMENT MASTER DRAWNG REWSlON FOR ROAD CULVERT No.! WPC IB ~ PRINT g ~ SHALLBE SENT TO COASTAL D B ~ ~ GOP IN CASE OF DEVUTIDNS ~ h a UP PARSONS ms name: W\2_CIWL\C-310606(olrC)\PAIP\PAlPOOU)5DQ\LAUNCHER


N.09.0rl

PROJECT DRAWNG RMSIDN OF DEVUTIDWS A YARXED PRINT SHALL BE 9EN1

*rr.

-

GCS GCS

\-*

-'

y D l y y

G-&J&+-+ -DclahpmcntlDml="A I-I""IEY. l~n1,L.E" I I-

,NIM ' 2 '1845'006

mm

1 A

~RE~\21&150064Q.dwg-GCS-27/02/11-10:W:50

d3

bL.)+,.dl CICCrCJI .J_IS^r, L (WorleyParsons - A r a b ~ a nIndustries

JOB NO.: PART ID.:

BAR BENDlNG SCHEDULE

(JV)


PAIP00405 FIELD FACILITY CULVERT NO. I

REF. DWG NO.: NIM-2-1845-006-DQ-1


Designation

T8

TI@

T12

T16

T20

2887 75

1469.50

2570.10

3629.67

T25

1 2

A GCS PNG 27.02.1 1

T32

6 199 770

Length of No. of Bar Type Nos. Total Shape Bars ~n & each Bar Reqd code Mark Nos. each Size t

CULVERTNO.]

NIM-2-1845-007-DQ-4

T12 T12 .

-

1 1

296 56

296 56

2625 11625

21 21

A'

B'

C*

375 375

1900 10900

375 375

EIR*

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WSTlNG RAMP

SECTION A - A

PART PLAN

NOTE :CONTRACTORS FOUND ANY LEVEL DIFFERENCE BETWEEN TOF OF CULVERT TO EXISTING RAMP. CONTRACTOR SHALL BE DONE. FILLING TO MATCH MTH TOP OF CULVERT.


1

M.T.O. WANllTY

DESCRIPTION

35.60

CONCRETE GRADE 3 5

1.60

BUNDING CONCRETE PDLYIHENE

10250

PRDlECTlM COAING RFINFORCFUFNT . m

1

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BBS G.A. OF CULMRT NO. 2 STANDARD BAR SHAPE CODES GEN.NOTES. LEGEND L ABBRE.-CONC PIPING GA.

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REF. DWG NO.: NIM-2-1845-009-DQ-1

Total Weight (Kgs)

Designation CULVERTN0.2

NIM-2-1845-010-DQ-4

A GCS PNG @ / 27.02.1 1

3979 430

Length of No. of Bar Nm. Total Shape Bars in Ty&pe each Bar code Mark Reqd each Nos. Size t

1 2

This schedule complies with BS 8666 . 2005 All dimensions are in mm Refer to Bar shape Code drawing * Specified in multiples of 5 mm t Specified in multiples of 25 mm

TI2 T12-

1 1

188 56

188 56

2625 7625

21 21

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C'

375 375

1900 6900

375 375

D'

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(l)

2CT12-9-150

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I

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SAP No. N.A. N.A.

94.20

? I

N.A.

PROTECllK COAllNG

390.60

n?

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11891.70

kg

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PAlP00405 FIELD FACILITY CULVERT NO. 3 & 4

REF. DWG NO.: N1M-2-1845-012-DQ-1

Total Weight (Kgs)

This schedule complies with BS 8666 2005 All dimensions are in mm Refer to Bar shape Code drawing * Specified in multiples of 5 mm t Specified in multiples of 25 mm


11x91 670

NIM-2-1845-013-DQ-4

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DESCRIPTION DATUM LEVEL A

CONCRETE

REMARKS PIG LAUNCHER

UNITS

SAP. No.

CONCRETE GRADE 3 5

6.0 SCHED 40 LINE PIPE, 650 Lg CAST INTO BASE & FILLED WITH GRADE 35 CONCRETE

N.A.

1

6'. DIA. SCHED 4 0 PIPE

0.65

IDENTIFICATION TABLET

1

m

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1000051549]

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PCS

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0.20

m

1 0 0 0 13 3 5 2 0

1 0 DIA. M.S.BAR

0.60

m

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5 0 0 G POLYTHENE SHEETING

2.44

m2

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N.A.

DESCRlPTlON

1. ALL DIMENSIONS ARE IN

DEscRlpTloN


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BENCH M A R K DETAILS M K ' D I

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PARSONS File n a m e : W: \ 2 - C l ~ l ~ \ C - 3 1 ~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O ~ ~ ~ ~ ~ D Q \ L AAREA\21846001 UNCHER - ~ Q . d w g - ~ ~ ~ - 2 7 / 0 2 / 1 1 - 10: 0 0 : ' 3 5

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0.40

0.10

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80

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2'-SCH. PIPE

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1000051531

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1000053073

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Pcs.

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SECTION 1 - 1

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SECTION 2 - 2

DETAIL-A

'FOSROC NlTOCOTE IN 2 CDATS WITH

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ELEVATION (1 No REQD.)

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5. GRADE ELEVAllDN 1W.DOD m. IS E W A L TO F l HDLD A B D M M . I L 4. ALL EXPOSED CONCREE WRFACE SHALL BE lREATED WITH 2 COATS OF 'FDSROC DEKGUARD S' WTH A DFT OF 3 5 0 MICRONS 3. A U EDGES SHAU H A M A CHAMFER OF APPRDX. 25mm 2 SEEWORK/PIPEWDRK TO BE PAINTED TO SP-1246-2 PCS-1 FINISH CDLOUR WHITE A U WaDlNG IS 6 7HK.CDNT.FlLLfT UNLESS OTHERWISE SPECIFIED

FOUNDANIN LOCAllON PLAN GENERAL NDTES k ABBREVATIDNS (STEEL) GENERAL NOTES k ABBREVATIONS (CDNCRETE)

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1.0 GENERAL NOTES 1.1

1.2 1.3

A U WORK SHAU BE CARRIED OUT IN ACCORDANCE WlTH CONSTRUCTION CONTRACT AND / OR CIVIL AND BUILDING CONSTRUCTION SPECIFICATIONS SP-1279 AND GUIDE TO CONCRETE CONSTRUCTION SP-1282.

2.1

2.3 2.4

2.5

4.6

HOT-ROLLED DEFORMED HIGH-YIELD BARS GRADE 460 WlTH A SPECIFIED CHARACTERISTIC STRENGTH OF 460 N/rnrn2 SHALL BE USED AS REINFORCEMENT FOR ALL CONCRETE WORKS. HOT-ROLLED MlLD STEEL BARS GRADE 250 WlTH A SPECIFIED CHARACTERISTIC STRENGTH OF 250 N/rnrn2 S H A U BE USED WHERE SPECIFIED.

ROCK FILL

4.7

BACKFILL FOR FOUNDATIONS, WAUS, TRENCHES AND SITE GRADING S H A U BE PLACED IN EVEN LAYERS (SUCH THAT COMPACTED THICKNESS DOES NOT EXCEED 150rnrn) AND M E FULL WIDTH OF THE FORMATION. THE FILL S H A U BE GRADED AS SHOWN BELOW.

1) FOUNDATIONS, COLUMNS, BEAMS. SLABS AND WALLS IN CONTACT - 5 0 rnrn WITH SOlL OR EXPOSED TO WEATHER. - 4 0 rnrn 2) COLUMNS, BEAMS AND WALLS NEITHER IN CONTACT WITH SOlL NOR EXPOSED TO WEATHER. - 2 5 rnrn 3) BUILDING FLOOR SLABS & ROOF SLABS

% PASSING BY WEIGHT 100% 60%-100% 50%-85% 40%-70% 25%-45% 8%-15%

A U FILL MATERIAL INCLUDING SUBGRADE AND VERGES SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSIN OBTAINED IN THE MODIFIED AASHTO COMPACTION TEST. A U UNDERGROUND CABLES EXCEPT EARTHING CABLES SHALL BE LAlD AT A MINIMUM DEPTH OF 600rnrn. INSTRUMENTATION CABLES SHALL NOT BE LAlD IN THE SAME TRENCH WITH POWER AND LIGHTING CABLES. A U BURIED CABLES S H A U BE LAlD IN SUCH A WAY THAT THE FILLING MATERIAL WITHIN lOOrnrn FROM THE CABLES SHALL BE FREE OF STONES OR OTHER MATERIALS WHICH MAY DAMAGE M E CABLES. SUITABLE FILL, SUCH AS CLEAN SMALL-GRAINED SAND S H A U BE USED FOR M I S PURPOSE. M E CABLES SHALL BE PROTECTED BY SUITABLE SLABS OR TILES WHICH SHALL FORM A CONTINUOUS BUT REMOVABLE COMRING 200rnrn ABOVE THE HIGHEST CABLE. WHERE CROSSING OF INSTRUMENTATION WlTH POWER AND LIGHTING CABLES IS UNAVOIDABLE,INSTRUMENTAllON CABLE SHALL BE LAlD ABOM AND SHAU BE KEPT AT A MINIMUM DISTANCE OF 750rnm FROM POWER AND UGHTlNG CABLES.

NOMINAL COVER TO AU REINFORCEMENT (INCLUDING LINKS) UNLESS SPECIFIED OTHERWlSE SHALL BE

3;

3.2 3.3

3.4

BOTTOM OF CONCRETE

SCHED

SCHEDULE

BOS

BOTTOM OF STEEL

SECT/SEC

SECTION

FIBRE MAT OR BUllDlNG PAPER

ft

CENTRE LINE

SP

SLIDING POINT

CTC

CENTRE TO CENTRE

STGD

STAGGERED

CONC

CONCRETE

TF

TOP FACE

DIA

DIAMETER

TOC

TOP OF CONCRETE

DRAWING

TOG

TOP OF GRATING

EACH FACE

TORC

TOP OF ROUGH CONCRETE

ELEVATION

TOS

TOP OF STEEL

ES

EVENLY SPACED

TYP

TYPICAL

FF

FAR FACE

FFL

FINISHED FLOOR LEVEL

FP

FIXED POINT

GRADE

ANCHOR BOLT PlPE OR SLEEVE

BAR MARK

THE FOUNDATIONS FOR BUILDINGS, EQUIPMENT, SlEEL STRUCTURES AND PIPE SUPPORTS WHEREVER SPECIFIED ON DRAWINGS SHALL BE LAlD ON 2 COATS OF FOSROC'S 'NITOCOTE P E 1 3 5 ' GLASS MAT SPREAD OVER BLINDING CONCRETE. THE SIDES AND TOP OF CONCRETE FOUNDATION IN CONTACT WlTH SOlL AND UPTO 250rnrn ABOM GRADE S H A U BE APPLIED WlTH FOSROC'S 'NITOCOTE P E 1 3 5 ' IN 2 COATS WlTH EACH COAT MEASURING 600 MICRON THICKNESS.WHILE M E FIRST COAT IS STILL WET, APPLY 120-150 gsrn GLASS MAT ON THE SURFACE AND R O U OMR TO ENSURE THE MAT IS FULLY EMBEDDED. MASTER SEAL 5 5 0 MANUFACTURED BY DEGUSSA OR ANY OTHER PDQ APPROVED EQUIVALENT IN PLACE OF 'NITOCOTE P E 1 3 5 ' . APPLICATION S H A U BE AS PER RESPECTIVE MANUFACNRER'S INSTRUCTIONS.

5.0 ANCHOR BOLTS

BEFORE POURING CONCRETE, M E FIELD S H A U MAKE PROVISION FOR THE INSTALLATION OF ALL UNDERGROUND SERVICES AFFECTED BY THE FOUNDATIONS. BEFORE CASTING FOUNDATIONS, ANY IMMEDIATE OR ADJACENT AREAS OF DISTURBED OR SOFT SOIL MUST BE REMOVED AND REPLACED WITH MASS CONCRETE OF GRADE 10. ALL EXPOSED PORTIONS OF FOUNDATION CONCRETE AND INSIDE SURFACES OF RCC PITS, WHEREVER NOT SPECIFICALLY SPECIFIED, SHALL BE COATED WITH 'FOSROC D E K G U A R D S' OR EQUIVALENT.

BOC

FENCE

APPROX. SPACING OF BARS BAR TYPE AND DIAMETER (X-HIGH YIELD BARS) NUMBER OF BARS REQUIRED

CONSTRUCTION JOINT

/

DRG

EF EL

/

FDN

ELEV

/

FOUND

FOUNDATION

GR D

GRADE LEVEL

GL

GROUND LEVEL

HP

HlGH POINT

ID

INSIDE DIAMETER

LG

LONG OR LENGTH

LP

LOW POINT

MK

MARK

MKD

MARKED

NF

NEAR FACE

!z'

DIAMETER

WATERSTOP

ALL ANCHOR BOLTS AND NUTS SHALL CONFORM TO A 307-0 OR DIN 267 4.6 OR BS 9 7 0 070 M20 UNLESS SPECIFIED OTHERWISE. ALL WASHERS SHALL BE ACCORDING TO BS 4320. A U THREADING S H A U BE IS0 METRIC THREAD CONFORMING TO BS 3643.

SPAN DIRECTION

5.2

A U PROJECTIONS OF HOLDING DOWN BOLTS (ANCHOR BOLTS) ARE TAKEN FROM TOP OF ROUGH CONCRETE.

MATERIAL ITEM

5.3

STYROPOR OR SIMILAR APPROVED MATERIAL FOR FORMING ME (ANCHOR) BOLT POCKETS SHALL BE SECURED AGAINST ANY MOVEMENT DURING CONSTRUCTION AND REMOVED AS SOON AS THE CONCRETE IS SET.

5.1

RADIUS

STYROFOM OR OTHER INSULATING MATERIAL

DWG

200,

POLYETRAFLUORETHYLENE

REVlSlON

ELEVATION

-

PTFE

REV

INSTRUMENT VENCHES

10

ALTERNATE

BOTTOM FACE

GRATING

LEGEND FOR REINFORCEMENT OF HOT-ROLLED MlLD STEEL AND HOT ROUED DEFORMED HlGH YIELD STRESS BARS.

OUTSIDE DIAMETER

BTF

CHEQUER PLATE

* - SPECIFIED TO THE NEAREST 2 5 rnrn. .

OD

APPROXIMATE

ELECTRICAL TRENCHES

x

ALT

ANCHOR BOLTS

APPROX

POCKET OR RECESS

1; -

DENOTES

BLINDING LAYER 5 0 rnrn THK.

HOLE

4.9

AB

ABBREVIATIONS

RAD

SLOPE

UNLESS NOTED OTHERWISE ON M E DRAWING FOUOWING MINIMUM LAP LENGTHS SHALL BE USED.

3.0 FOUNDATION WORKS 3.1

WELL GRADED COMPACTED SAND

ALL ELEVATIONS ARE IN METERS AND RELATED TO DATUM ELEVATION OF 100.ODO

BS SElM SIZE 50.00 rnrn 9.50 rnrn 5.00 rnrn 2.00 mrn 425 u r n 75 4 r n

2.2

ALL EDGES OF EXPOSED AND BURIED CONCRETE MEMBERS SHALL HAVE CHAMFER OF APPROXIMATELY 25rnrn.

A U DIMENSIONS ARE IN MILLIMETERS EXCEPT FOR PlPE SIZES WHICH ARE SHOWN IN INCHES.

2.0 EXCAVATION, TRENCHING AND BACKFILL

ABBREVIATIONS

LEGEND

4.5


6 . 0 GROUTING

4.0 CONCRETE 4.1

A U CONCRETE WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH CODE OF PRACTICE FOR THE STRUCNRAL USE OF C0NCRETE:BS 8110 INCLUDING A U RELATED CODES FOR PLACING, MIXING, CURING AND TESTING.

6'2

4.2

A LAYER OF BUNDING CONCRETE 50rnrn THK S H A U BE PLACED UNDER ALL FOUNDATIONS. BLINDING CONCRETE SHALL H A M A CHARACTERISTIC STRENGTH OF 10 ~/rnrn' AT 2 8 DAYS.

6'3

4.3

ALL CONCRETE WITH THE EXCEPTION OF BLINDING CONCRETE SHALL OF GRADE AS SPECIFIED IN THE RESPECTIVE DETAILED DRAWINGS AND SHALL NOT BE LOWER THAN GRADE 3 5 CONCRETE WlTH 'CORTEC MCI 2005' CORROSION INHIBITOR AT A RATE OF 0.6 l i t / d OR EQUIVALENT. MIXING SHALL BE AS PER MANUFACTURER INSTRUCTIONS.

4.4

6.4

GROUT MORTAR SHALL CONSIST OF ONE PART OF ORDINARY PORTLAND CEMENT AND TWO PARTS OF SAND WITH WATER CEMENT RATlO NOT EXCEEDING 0.4. GROUT MORTAR SHALL H A M A MINIMUM COMPRESSIVE STRENGTH OF 4 0 N / r n d . WHERE REQUIRED AND INDICATED ON THE DRAWINGS, A NON-SHRINK GROUT SHAU BE PREPARED AND APPLIED STRICTLY IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. DRWG.TYPE

, CONCRETE STRUCTURE

FOR A U CONCRETE WORKS, ORDINARY PORTLAND CEMENT TO BS EN 197 S H A U BE USED. UNLESS OTHERWlSE SPECIFIED. MAXIMUM FREE WATER CEMENT RATIO S H A U BE 0.45 MINIMUM CEMENT CONTENT FOR 20rnrn AGGREGATE SHALL BE 370 kg/rn3. FOR 40mrn AGGREGATE SHALL BE 340 kg/rn=.


o ~ o ~ ( E M c ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ R E C E I V E R ~~~~\25771001-DQ.dwg-GCS-27/02/11-10: 30: 53

6.0 ERECTION

1.1 ALL WORKS SHALL BE CARRIED OUT IN ACCOROANCE WITH CONSTRUCTION CONTRACT AND / OR CONSTRUCTION SPECIFICATION SP-1279.

6.1 ERECTION ON CONCRETE FOUNDATION SHALL NOT COMMENCE WITHIN 7 DAYS OF POURING THE CONCRETE FOUNDATIONS AND ONLY IF THE CONCRETE HAS ACQUIRED SUFFICIENT STRENGTH.

1.2 ALL DIMENSIONS ARE IN MIUMETRES EXCEPT FOR PlPE SIZES WHICH ARE SHOWN IN INCHES.

6.2 THE CONTRACTOR SHALL PROPERLY ALIGN EACH PART OF THE STRUCTURE BEFORE MAKING M E FIELD CONNECTIONS.

1.3 ALL ELEVATIONS ARE IN METERS AND RELATED TO DATUM ELEVATION OF 100.000

2.0 STRUCTURAL STEEL MATERIAL 2.1 STEEL STRUCTURE SHALL BE FABRICATED IN ACCORDANCE WITH GOOD WORKING PRACTICE, MATERIALS, WORKMANSHIP AND TESTING GENERALLY SHAU COMPLY MTH BS 5950 PART-1,2000. 2.2 STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING MATERIAL REQUIRMENT. GRADE S275 JR COMPLYNG WITH BS EN 10025 PART 1 & 3. 2.3 STRUCTURAL STEEL SHALL COMPLY WITH THE REQUIRMENT OF BS 5950, PART-1, IN ADDITION SlRUCTURAL STEEL HOT ROLLED SECTIONS SHALL COMPLY WITH M E REQUIRMENTS OF BS 4 PART-1,1993 AND PART-2,1969 AND FOR ANGLES BS EN 10056-1:1999 (MElRIC DIMENSIONS). PIPES USED FOR STRUCTURAL PURPOSE SHALL COMPLY WITH ASTM A 106 GRADE €3, OR AS SPECIFIED ON THE DRAWINGS.

3.2 MILD STEEL BOLTS, NUTS AND WASHERS SHALL COMPLY WITH THE REQUIREMENT OF BS 5950 PART-1,BS 4190 AND BS 4320. 3.3 WASHERS ARE TO BE PROVlDED UNDER ALL NUTS ON BEVELLED SURFACES SQUARE TAPER WASHERS OF 5 rnrn MEAN THICKNESS SHALL BE PROVIDED UNDER NUT OR HEAD AS APPROPRIATE.

4.0 WELDING 4.1 WELDING USED IN THE FABRICATION WORK IS TO BE BY M E METALLIC ARC PROCESS USING ELECTRODES COMPLYNG WITH M E REQUIREMENTS OF BS 639.ME WHOLE OF M E WORK IS TO BE IN ACCORDANCE WITH M E REQUIRMENTS LAID DOWN IN BS 5950 AND 5135. 4.2 M E ENDS OF ALL STANCHIONS AND POSTS TOGETHER WITH GUSSETS WHERE PRESENT AND ALREADY WELDED ON. SHALL BE MACHINED SO M A T THE WHOLE AREA IS IN DIRECT CONTACT WITH THE BASE, BEARING OR CAP PLATE, SUCH PLATES BEING TRULY AT RIGHT ANGLES TO THE STANCHION AXIS OR AS OTHERWISE SPECIFIED ON THE DRAWING. 4.3 MINIMUM SlZE OF WED) SHALL BE 6 rnrn UNLESS SPECIFIED.

GRATING

HOLE

STRAIGHTNESS OR BOW OR OUT OF SQUARENESS OF SECTIONS AFTER ERECTION.

7.0 HOT-DIP

POCKET OR RECESS

ALT

ALTERNATE

MKD

MARKED

BOS

BOUOM

NF

NEAR FACE

BF

BOTH FACES

B

DIAMETER

c

CENTRE UNE

CTC

CENTRE TO CENTRE

CONC

CONCRETE

OD

WTSlDE DIAMETER

DIA

DIAMETER

PLT

PLATE

DRAMNG

PT F E

POLYlElRAFLUORETHYLENE

DETAIL

PS

PlPE SUPPORT

ELNAllMJ

RAD

RADIUS

FAR FACE

REQD

REQUIRED

FIXED PMNT

REF

REFER

FOUNDATION

SCHED

SCHEDULE

GALV

GALVANlm

SECT

HSFG BOLTS

HlGH STRENGTH FRICTION GRIP BOLTS

SP

SUDING POlNT

STGD

STAGGERED

HlGH STRENGTH BOLT (A325 OR EOUIVALENT)

THK

THICK

TOG

TOP W GRAING

TOS

TOP W STEEL

M P

'M'lCAL

WP

WORKING POINT

/

DRG

I I '"" I I

EL

/

ELEV

FF FP

ELEVATION

FDN FENCE

GRADE

0.1 % OF HEIGHT, BUT NOT MORE THAN f 5 rnrn OVERALL

PLUMB OF STANCHIONS, POSTS, ETC

MElRIC BOLT AND DIAMETER

DET

f lOrnrn OVERALL BUILDING BUT NOT MORE THAN f 5 r n r n IN ANY ONE 5 METER BAY

LEVELS-FOR STANCHIONS AND COLUMN BASE PLATES.

M 20

DENOTES

DWG

6.4 M E STEELWORK SHALL BE ACCURATELY ERECTED WITHIN M E FOLLOMNG TOLERANCE. SETllNG OUT-PLAN DIMENSIONS

ANCHOR BOLTS

AB TEAR PLATE

6.3 M E CONTRACTOR SHALL ENTIRELY BE RESPONSIBLE FOR THE STABILITY OF M E STEELWORK DURING ERECTION AND HE SHALL ARRANGE FOR ALL TEMPORARY GUYING, BRACING AND SUPPORTS TOGETHER WITH ANY ADDITIONAL TACK BOLTS NECESSARY FOR THE STABILITY OF THE STEELWORK UNTIL FINAL BOLTING UP.

3.0 BOLTING 3.1 BOLTS AND NUTS SHALL HAVE IS0 - METRIC COARSE THREAD.

ABBREVIATIONS

LEGEND

1.0 GENERAL NOTES.

FOUND

HSB ID

ANCHOR BOLT

NOT MORE THAN M E ROWNG TOLERANCES AS GIVEN IN BS 5950 PART 2: 2001

/

W STEEL

INSlDE DIAMETER

LG

LMJG OR LENGTH

PlPE OR SLEEVE

/

5.2 SOUD FLOORING S H A U BE MADE OF TEAR PLATE (DURBAR OR EQUIVALENT). 5.3 CHEQUERED PLATE SHALL NOT BE USED FOR PLATFORMS IN OIL AND GAS PROCESSING PLANTS. HOWEVER CHEQUERED PLATE FLOORING IS PERMIllED TO BE USED AS TRENCH COVERING WITHIN CONTROL BUILDINGS AND ELECTRICAL SUBSTATIONS.

SEC

SEClloN

MATERIAL ITEM

GALVANIZING

7.1 THE SURFACE OF ALL STEEL DESCRIBED AS GALVANISED ARE TO BE THOROUGHLY AND EVENLY COATED. THE AVERAGE WEIGHT OF M E ZlNC LAYER SHALL BE 6 1 0 ~ / r n OF ~ GALVANIZED SURFACE.

FILLET WELD-WELD SlZE FIEU) WELD

7.2 ALL DAMAGED GALVANIZED SURFACES AND ALL EDGES EXPOSED BY CUlTNG AFTER GALVANIZING SHALL BE TREATED M M TWO COATS OF ZlNC PAINT SPRAYED IN ACCOROANCE WITH BS EN IS0 1461-1999.

WELD ALL ROUND FULL PENETRATION WELD W E GROVE BEVEL WELD.

8.0 CORROSION PROTECTION 8.1 CORROSION PROTECTION FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH CONSTRUCTION SPECIFICATION SP-1279 PART N ClVlL AND BUILDING CONSTRUCTION SPECIFICATION, PAINTING AND DECORATING. FOR ALL STEEL STRUCTURES WITHIN OIL & GAS PLANT S H A U BE AS PER SP-1246.

GRATING SPAN


5.0 FLOORING AND GRATING 5.1 STAIR TREADS SHALL BE OF HOT DIP GALVANIZED GRATING.

SQUARE

/SQ

9.0 EARTHING CONNECTIONS I

GCS GCS

27.02.11 26.02.11

A 0

9.1 PROVIDE EARTHING BOSS FOR ALL COLUMNS AND STAIR STRINGERS RESTING ON GROUND / FOUNDATIONS. M E EARTHING BOSS DETAILS S H A U CONFIRM TO DRG NO. STD-4-0305-01-4

I

I

I

.

OSE/28N OSE/28N

IN.09.011 IN.09.011

3/ APPROVED FOR CONSTRUCTION KBR GSB ISSUED FOR COMMENTS IKAMLIJ.ENG. I

I

DESCRIPION

I PROJ.

ENG.

I I

SIGNATURE

I

P D 0 APPROVAL 1

I

I


IN CASE OF DEVIATIONS A MARKED U P PRINT SHALL B E SENT TO THE PROJECT ENGINEER I SCALE : CAD DRAWING

5.4 FOR OPEN FLOORING GALVANISED GRATING SHALL BE USED. M E MAIN BARS OF M E GRATING SHALL BE 25x5mm MINIMUM AT A CENTRE UNE SPACING OF 3 3 mm. LATERAL RESTRAINT SHALL BE PROVlDED BY 6 rnrn SQUARE TRANSVERSE BARS AT A SPACING OF 33 rnrn. WELDED INTO THE UPPER EDGE OF THE MAIN BARS. FIXING MATERIAL SHAU BE HOT DIP GALVANIZED TO BS EN IS0 1461:1999

/

SUB AREA

:

PRODUCTION STATION

,D R ,w G .

:

STEEL STRUCTURE

I

NO.

05 Petroleum Development Oman

Lhd)%$I &bLid\-$pJb

du

AREA CODE

DRWG

,EscRlp,oN I

I

PARSONS File n a m e : W: \~-CIVIL\C-~I

, G EN ER A L N 0TE S , LE G EN D AND ABBREVIATIONS

I I NIM I

SERIAL NUMBER

ENG SECT I

1

SHEET PROJ DWG REV. CODE SIZE I

I

2 5771 002 D Q 3~

I

~ ~ ~ ~ ( E M c ) \ P A I P \ P A I P o ~ ~ ~ ~ _ D Q \ R E c AREA\25771002-DQ.dwg-GCS-27/02/11-10: EIvER

I

1A / l

l

30:55

TYPICAL HANDRAlLlNG INNER BEND

1500 MAX A

HANDRAIL 1-1/4"

PlPE SCHED 40

(W)

KNEERAIL 1' PlPE SCHED 40 BOTTOM OF TOE PLATE

I

I

/

PLAFDRM EDGE MEMBER

\

I I

(l(1I\R=!iOAPPROX HANDRAIL & KNEERAIL

FLAT 80x6 TOE PLATE (IF NOT SPECIFIED)

HANDRAIL 8r KNEERAIL

V

SECTON C-C B - FLANGE MDTH OF STRINGER

TYPICAL HANDRAlLlNG OUTER BEND

TYPICAL HANDRAlLlNG DETAIL

1

m/

ELEVATION TYPICAL STAIR DETAILS

FLAT 8Dx6

I

HANDRAIUNG POST

WALKOVER STRINGER

/------

SECTION E-E g - GAUGE DISTANCE

TYPICAL HANDRAlLlNG CONNECTION

FOR M16 BLOTS

TYPICAL HANDRAlLlNG CONNECTION TYPE - A

SECTION D-D

*

- OMIT THIRD BOLT AT THE BOTTOM WHERE NOT POSSIBE

TVDr

/

-

I)

I

I

TYPICAL STAIR HANDRAlLlNG DETAIL

,.w- 1

SECTION F-F TYPICAL HANDRAILING CONNECTION TYPE - C

g - GAUGE DISTANCE

NOTES 1. M E DETAILS SHOW ON THIS DRAMNG IS ONLY TYPICAL HOWEMR DETAIL DRAMNG FOR ALL STAIRS AND HANDRAIUNG TO M E EXACT LOCATION REQUIRED SHALL BE DRAWOUT BASED ON MESE DETAILS

REFERENCE DRAWINGS

DRWLWE

,STRUCTURAL STEEL DETAILS

APPROVED FOR

/

6mm TVIISTED SQUARED BAR

FlXlNG CLAMP REFER NOTE-1

I N n

PLATFORM MEMBER

I

9-

SECTION D-D

\

6mm TWlSTED SQUARE BAR

(W)

240

)

13.50 HOLE FOR M12 BOLT GR 8.8

135x30 SLOllED HOLE FOR MI2 BOLT GR 8.8

BEAM

-v

I I

SECTION A-A

240x80~10THK PLT WELDED43 GRATING

SECTION B-B TYPICAL GRATING TREAD

6mm NVlSTED SQUARED BAR

MDTH

1

I

1

PLATFORM BEAM

.

/ lzl

/-

I

FIXING CUP

FLAT 25x5

\

+=I A

TYPICAL PLATFORM GRATING

SECTION' C-C

PLAN TYPICAL WALKWAY GRATING

, STRUCTURAL STEEL DETAILS

E, .G,R,

1'

REFERENCE DRAWINGS 1. FOR GENERAL NOTES. LEGEND AND ABBREWATIONS. - - NIM -2-5771-002-CK3

DEscRlPmoN

I

I

PARSONS F i l e n a m e : W: \ Z - C I V I L \ C - ~ I

:TYPICAL GRATING AND TREAD DETAILS

0606(EMC)\PAIP\PAIPO0405_DQ\RECEIVER

III

NIM 2 5771 004-DQ 3 A AREA\25771004-DQ.dwg-GCS-27/02/11-10:

30: 59

BAR 01

00

L = h STXX LDJGlHS

L = A

SHAPE

CODES

11

21

-

A&B,P L = AtB-0 Sr-d

A&B,PL(RtEd) L MB-OUR-12d

25

22

>

A&cLPL(B/Z+~~) B > W2d

A L C 2

ALCIP L = AtBtC-r-2d

A&D,P L = A t B t C t D - 1 Sr-3d

A&C,P

ALCIP

24

-

B

C 2t2d A & D P b (C/2+5d) L = A t B t C t l t l Sr-Sd

AkC,P L = AtBtC-r-2d

L = AtBtC

A&E,P L = AtBtCtE-0 5 - d

AkE,P L = A t B t C t E - 0 Sr-d

A&D>P L = AtBtCtD-r2d

,

28 a

U

w A&B,P L = AtBtE

L - 4

D >2d A & C, P L= AtWC

AB ,IM2d l W h

C AkC,P L = A t H C - 0 Sr-d

C, P L = AtBtC-0.5-d

,

A&D,P L = AtBtCtD-1%-3d

C P. B F M L = a t 1 7EltX-4d

75 7P-

*

r B ALEIP L = AtBtCtDtE-2-4

A L E z P L = AtBtCtDcE-Zr-4

AIEIP L = AtBtCtE

98

A

E & F IP

A t B z P L = 2(AtB)tmox(16dlW)

P r C t A L = U t B t U m (Zld.240)

ChD2P

L = AtBtCtDt2E-25r-Sd

99c

C, P B 2t2d L = At1 14BtX-12d

,

CLD>P

A

2

P

ID/

A L C > P

C

A I P L = 2(AtB+C)tltr-2d

L = AtBtCtD-r-Y

A

2

-

A, P aAtB)tC-r-2d

P

L = U t B t C - 0 5r-d

L

99s B

U

"

>

D 2d ALE,P L = At2BtCtE

A L E > P L = AtBtCtE-0 S r d

BAR SIZE

d

1

MINIMUM END PROJECTlON - P 2 150' < 150' (rnin 5d Stro~ght) (m~n10d Straight)

A&C>P L = AtBtC-r-2d

OVERALL DIM X TWO BENDS

60 12 11o0 11o0 80 16 115' 115' 20 12@ 130 100 125' 160 120 24 32 130 21o 160 70 290 260 190 240 87 365 325 305 112 46 5 420 380 580 520 140 475 175 725 650 a - THE MINIMUM END PROJECTIONS FOR SMALLER BARS IS GOVERNED BY THE PRACTICALITIES OF BENDING BARS. 6 8 10 12 16 20 25 32 40 50

A h C 2 P L = AtBtC-r2d

A&B>P

A&D,P L = AtWCtD-1

L = 4AtlEd

L = AtB-0 5r-d

5-Sd

SKETCH

\(


-4

1

REV

= 6d+a

,

GCS GCS

27.02.11 26.02.11

A 0 x

DRAWN , BY ,

DATE

,

W -, KBR TEAML

OSE/28N OSE/28N

IN.09.011 IN.09.011


PROJ ENG.

JENG WBS No.

DESCRlPllON CHECKED

,

I

,

SIGNATURE

P D 0 APPROVAL

,

I


IN CASE OF DEVIATIONS A MARKED U P PRINT SHALL B E S E N T TO THE PROJECT ENGINEER I SCALE : CAD DRAWING

NOTES: 1. THE STEEL REINFORCEMENT GRADE SHALL CONFORM TO BS 4449. 2. THE BAR SHAPE CODES SHALL BE N ACCORDANCE WITH BS 8666 2 0 0 5 UNLESS NOTED OTHERWISE.

W 7 A r -


$41&ul- >pJb dU Worle~Parsons- Arabian Industries (JV) I CONTRACT NO. : C3110606 1 PROJ. NO. : PAIP00405 I

re)'

DRWG.TYPE

:

DRWG

t k 4 )

L

DEscR,pnoN

, ST A N D A R D B A R

SH A P E C0D ES

PARSONS File name: W: \2-CIVIL\C-310606(EMC)\PAIP\PAlPO0405_DQ\RECEIVER

AREA CODE

NO

SERIAL NUMBER

ENG SECT I

I

PROJ DWG REV, CODE SlZE

SHEET I

I

NIM 2 5771 005DQ 3 A

~REA\25771005-DQ.dwg-GCS-27/02/11-10:

1

31 : 01

PLAN AT B-B

BASE PLATE DETAIL-3

BASE PLATE DETAIL-1

SAFETY CHAIN DETAIL-5

ELEVATION D-D MS EXCEEDING 3 m HEIGHT UP TO 6m HElG

IF LADDER IS SUSPENDED FROM TOP MEMBER(S) OMIT BASE PLATE. FOR LOCAION OF LADDER REFER STRUCTURAL DRAWINGS.

DESCRIPTION

DRWG.MPE

:

STRUCTURAL STEEL

REFERENCE DRAWINGS 1. FOR GENERAL NOES, LEGEND AND ABBREWAJONS.

--

NIM-2-5771-002-DO-3


O~O~(EMC)\PAIP\PAIPO~~O~_DQ\RECEIVE ~~~~\25771006-~~.dw~-~~~-27/02/11-10: R 31: 03

R E F E R E N C E

PIPE SUPPORT/ SLEEPER NUMBER

STEELWORK DETAILS

D R A W I N G S

SLEEPER/FOUNDATION DETAILS

REMARKS

LOCATION PLAN

R E F E R E N C E D R A W I N G S LOCATION PLAN SLEEPER/FOUNDATION STEELWORK DETAILS DETAILS

PIPE SUPPORT/ SLEEPER NUMBER PS- 0 3 2

-

-

PS-051 TO 0 6 6

-

-

-

U BOLT DET.

NIM-2-5772-021-DQ-3

-

-

U BOLT GRIPPED NIM-2-5772-022-DQ-3

-

-

PIPE GUIDE DET.

-

REMARKS SPARE

-

I-

I

PS-019

I-

I-

I-

I

SPARE SPARE -

PS-020

-

-

-

PS-021

NIM-2-5772-013-DQ-3

NIM-2-5772-010-DQ-3

NIM-2-5604-005-DQ-1

PS-022

NIM-2-5772-013-DQ-3

NIM-2-5772-010-DQ-3

NIM-2-5772-023-DQ-3

I

I

SPARE LAUNCHER AREA

-

I

-

FOR CONSTRUCTION PS-030

NIM-2-5772-019-DQ-3

-

PS-031

-

-

I

-

-

-

A 0

SPARE

bJl

SJJ

( h) ijitbdl. $ 9 ~ ~ 4


1. CONTRACTOR SHALL REFER PIPING PLAN ,PRIOR TO FABRICATION, INSTALLATION OF PlPE SUPPORTS NOTES

REV

GCS GCS

27.02.11 26.02.11

DRAW BY

DATE

w -,

KBR

TEAML.

)ry


IN.09.011 IN.09.011

PROJ. ENG.

J.ENG.

CHECKED

OSE/28N OSE/28N

DESCRIPTON

WBS

NO.

SIGNATURE

P D 0 APPROVAL


I

DESCRlPllON DRAWlNG NUMBER

I

DESCRIPTION

REFERENCE DRAWINGS

:

I N D EX SH EE TS I

I


O ~ O ~ ( E M C ) \ P A I P \ P A I P O ~ ~ O ~ _ D Q \ R E C E I V EARR E A \ 2 5 7 7 2 0 0 1 -DQ.dwg-GCS-27/02/11-10:

l

l

3 1 : 04

REFERENCE

PIPE SUPPORT/ -SEEPER NUMBER SL-001

STEELWORK DETAILS

-

SL-003

I I I

SLEEPER/FOUNDATlON DETAILS NIM-2-5772-024-DQ-3

-

SL-002

DRAWINGS LOCATION PLAN

REMARKS -

NIM-2-5604-005-DQ-1

NIM-2-5772-024-DQ-3

-

NIM-2-5772-026-DQ-3

-

III-

III-

1II-

-

-

SPARE

SL-013

-

-

-

SPARE

SL- 03 4

-

NIM=2-5772-030-DQ-3

NIM-2-52-1-0-001-DQ-1

-

SL-015

-

NIM-2-5772-030-DQ-3

NIM-2-5210-001-DQ-1

-

SL-016 SL-017

-

NIM-2-5772-030-DQ-3

NIM-2-5210-001-DQ-1

-

-

-

SPARE

-

-

SPARE

-

NIM-2-5772-030-DQ-3

NIM-2-5210-001-DQ-1

-

-

-

SPARE

-

-

SPARE

SL-007 SL-008 SL-009

SL-012

SL- 018 SL- 019 SL-020 SL-021

I I 1

-

-

-

-

SPARE SPARE

-

-

-

-

SL- 030

-

-

-

-

-

-

-

REMARKS

I 1 I

SPARE

SL-029 SL-031

REFERENCE DRAWINGS LOCATION PLAN SLEEPER/FOUNDATION STEELWORK DETAILS DETAILS

I APPROVED FOR I I CONSTRUCTION I

I

I

I

I

PlPE SUPPORT/ SLEEPER NUMBER SL-032

1

A 0

dU

( Lh)@Is ~ U - jpl!JQ REV WorleyParsons - Arabian Industries (JV)

27.02.11 26.02.11

GCS GCS

fl. APPROVED FOR CONSTRUCTION KBR TEAML

DATE

ORAWN BY

IN.09.011 IN.09.011



DESCRIPTION

CHECKED

WBS NO.

SIGNATURE

P D 0 APPROVAL


& u u s e4

SUB AREA I

I

1. CONTRACTOR SHALL REFER PIPING PLAN ,PRIOR TO FABRICATION, INSTALLATION OF PlPE SUPPORTS

AREA DESCRIPTION

I

I

SERIAL

SH.


I

P

,PIPE SUPPORTS

s

DRAWlNG NUMBER

NOTES I

s

, PRODUCTION STAT1

DEscRlPnoN


1

:INDEX SHEETS

DRWG

AREA CODE

/ 1 NIM I

ENG SECT

SERIAL NUMBER

SHEET


IA/ I

2 5772002~~13

I

PARSONS File name: W: \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ R E C E I V E R~REA\25772002-D~.dwg-GCS-27/02/11-10:

I

I

J

31: 04

ELEVATION

FOR ACTUAL WELDED TO PIPE DETAILS

SECTION

2 Nos. 15x75.

/

'

\

I

SECTION

C-C

B-B

I

GUIDE DETAIL I

A 27.02.11 0 26.02.11

GCS GCS


$'! KBR

1

OSE/28EJ IN.09.011 IN.09.011 OSE/28N

PLAN SLIDING PLATE DETAILS

2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. 3. ALL STEEL WORK TO BS EN 1 0 0 2 5 GRADE S275 JR. 4. ALL CONNECTIONS TO BE MADE USING 8mm CFW. 5. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2

NOTES

L

I


PIPE SUPPORTS

DRWG.WE

:

DEscRlPTloN

:PS-001

TO P S - 0 0 4

I I I PARSONS File name: W: \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ R E C E I V E R ARE~\25772003-DQ.dwg-GCS-27/02/11-10:

31: 06

I

M.T.O.

INSERT PLATE

INSERT PLATE DETAIL

POCKET TO BE GROUTED

TYP. POCKET DETAIL

SECTION B-B

SECTION B-B

(FOR PS-001 ONLY)

SECTION A-A

2. CONCRETE TO BS 8110, GRADE 3 5 FOR REINFORCED CONCRETE, GRADE 1 0 FOR BLINDING CONCRETE USING OPC. 3. 5 0 m m COVER TO REINFORCEMENT, REINFORCEMENT TO B S 4449. 4. ALL CONCRETE SURFACES IN CONTACT WlTH SOIL AND TOP OF BLINDING CONCRETE SHALL BE TREATED WlTH THREE COATS OF "FOSROC NITOCOTE PE135" WlTH A DFT OF 6 0 0 MICRONS OR EQUIVALENT APPROVED. 5. ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED WITH TWO COATS OF "FOSROC DEKGUARD S" WITH A DFT OF 3 5 0 MICRONS OR ANY OTHER APPROVED EQUIVALENT. 6. PIPE SUPPORTS-INDEX SHEET REFER DRG. No. NIM-2-5772-001-DQ-3 7. FOR BAR BENDING SCHEDULE REFER DRG. NO. NIM-2-5772-005-DG4


Petroleum Development oman DRWG.WE


DEscRlPTloN

:PS-001

TO 004

DETAILS

DRWG

NO

AREA CODE

ENG SECT

SERIAL NUMBER

PROJ D W G ~ E " . CODE SIZE

N I M 2 5772 004DQ 3 A

PARSONS File n a m e : W: \ ~ _ C I V I L \ C - ~ O ~ ~O~(EMC)\PAIP\PAIPO~~O~_DQ\RECEIVE ~~~~\25772004-DQ.dwg-~c~-27/02/11-1 R 0: 31 : 06

m

L

bb)

orleyparsons

-LzuI

- >91iL

- Arabtan lndustr~es(JV)

JOB NO.: PART ID.:


PAIP00238 PRODUCTION STATION PS-001 TO 004

REF. DWG NO.: NIM-2-5772-004-DQ-3


NIM-2-5772-005-DQ-4

A GCS PNG 27.02.1 1

v /

This schedule complies with B S 8666 : 2005 All dimensions are in mm Refer to Bar shape Code d r a w ~ n g * Spec~fiedIn multiples of 5 mm t Spec~fiedin multiples of 25 mm Sheet No 1 of 1

U BOLT (PIPE NOT GRIPPED)

EXISTING

CONCRETE a A

IN ANGLE FOR M16/25 EXPD. ANCHORS

SECTION

A-A

'HILTI' TYPE HSL M16/25 EXPANDING ANCHORS OR SIMILAR AND APPROVED.

SECTION

B-B

3. ALL STEEL WORK TO BS EN 1 0 0 2 5 GRADE S275 JR 4. ALL CONNECTIONS TO BE MADE USING 6mrn CFW. 5. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2

P A R S O N S F i l e name: W: \ ~ - C I V I L \ C - ~ I

DRwGrnE

:

PIPE SUPPORTS

DEscRmoN

.

P S- 005

~ ~ ~ ~ ( E M c ) \ P A I P \ P A I P ~ ~ ~ O ~ _ D Q \ R E C EAREA\25772006-DQ.d~g-GCS-27/02/11-10: IVER

31: 07

I

'A'

SUPPORT NUMBER

1

REFERENCE DRAWING

1

T

I

E

N

1 :d(;i1

e co-ORDINATES

o " , ;R

X

Y

RSC

1

3 PIPE

9l NOTE:

*

DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRlCATlON/CONSTRUCTION/INSTALLATION.

I 'FOSROC NITOCOTE PE 135' , IN 2 COATS WITH GLASS MAT OR MASTER SEAL 5 5 0 OF DEGUSSA

/ 50 MK.BLINDING\

3 Thk. CLOSER PLATE

CONCRETE

ELEVATION

M T O

I 1

DESCRIPTION 3" SCHEDULE 4 0 PIPE

I

QUANTITY

/

UNITS

I

SAP No.

1

0.90

1

m

1

1000051540

3 M K PLATE

0.06

m2

1000062605

RSC 1 4 0

0.23

rn

1000080366

A 1 9 3 MESH FABRIC

0.64

m2

1000062697

BLINDING CONCRETE

0.02

m3

N.A.

CONCRETE GRADE 3 5

0.10

m3

N.A.


0.50

m2

N.A.

PROTECllVE COATING

1.80

m2

N.A.

1

I 'X' CO-ORD.

o 0

(ALONG CROSS ARM)

PLAN ALL DIMENSIONS ARE IN MILLIMETRES EXCEPT PlPE SIZE. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR PlPE SECTION TO API 5L GR B. ALL CONNECTIONS TO BE MADE USING 5rnm CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WlTH DOCUMENT NO. SP-1246-2 7 CONCRETE TO BS 8110, GRADE 35 FOR REINFORCED CONCRETE, GRADE 10 FOR PCC USING 0.P.C 8. TREATMENT OF POST FROM 30rnrn ABOVE TO 1. 2. 3. 4. 5. 6.

DRWG.TYPE

:

PIPE SUPPORTS

P A R S O N S File name: W: \2-CIVIL\C-31 ~ ~ ~ ~ ( E M c ) \ P A I P \ P A I P o ~ ~ ~ ~ ~ D Q \ R EA~~A\25772007-DQ.dwg-GCS-27/02/11-10: CEIVER

3 1 : 08

110x1 4 0 x 8 THK PLA

OR MASTER SEAL 5 5 0 OF DEGUSSA OR EQUIVALENT

REFERENCE DRAWING

SUPPORT NUMBER

NOTE:

ELEYATION

*

ELEVATIONS

A

I

k CO-ORDINATES

DIMENSIONS

I *D

c

*B

REQD. 'x* CO-ORD.~LY* CO-ORD.

I


I

M T O

I

DESCRIPTION

1

-

-

3" SCHEDULE 4 0 PIPE PlPE L

,

,

Z

4.85

I

" ,,,,, PLATE , 3 THK L

/

QUANTITY

SAP No.

m

1000051 5 4 0

I

0.01

!

UNITS

m2

I

TUK PLATE PI ATF 8R THK

0.06

m2

1000062607

A 1 9 3 MESH FABRIC

1.30

m2

1000062697

BLINDING CONCRETE

0.05

I

m3

I

I

N.A.

I

-

I

I

1000062605

t

1

I

N.A.

CONCRETE GRADE 35

0.20


1.OO

m2

N.A.

PROTECTIVE COATING

3.60

m2

N.A.

m3 I

I

1

k. ww

PLAN

TP I

ALL DIMENSIONS ARE IN MILLIMETRES EXCEPT PIPE SIZE. ALL ELEVAllONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR PIPE SECTION TO API 5L GR B. ALL CONNECllONS TO BE MADE USING 5mm CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WlTH DOCUMENT NO. SP-1246-2

A 0

r

-jpJb & (

dbm\

( hh) Worleyparsons -Arabian Industries (JV)

DATE

I

CONCRETE TO BS 8110, GRADE 35 FOR REINFORCED CONCRETE, GRADE 10 FOR PCC USING 0.P.C TREATMENT OF POST FROM 30rnrn ABOVE TO 100rnrn IN TO CONCRETE. PAINT STEEL SURFACE WlTH ASPHALT. APPLY ONE WRAP OF 10mm Thk. FELT. PAINT WRAPPED FELT WlTH ASPHALT.

I I

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AREA

S

SERIAL

SH.

P

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BY

KBR

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,-,~...- . I FNC

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PROJ. ENG. DESCRIPION

CHECKED

nr;l n r ; l T r r n m n \ r q

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. PRODUCTION -

WBS No.

I

P D 0 APPROVAL

PROJECT DRAWING REVISION TTP PRTNT s ~ ~ 1 .RF! 1 . SENT TO THE PROJECT ENGINEER\

anhnuan

ST,ATION

NO.

'jkc~&S>

05

H

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, PIPE SUPPORTS

DESCRIPTION

:PS-007

DRWG

AREA CODE

& 009

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L...

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SHEET

SERIAL NUMBER

ENG SECT I

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SIGNATURE


DRAWlNG NUMBER

REFERENCE DRAWINGS

OSE/28N OSE/28N

IN.09.011 IN.09.011

APPRlDVED FOR CONSTRUCTION rnhAhAFNTS GSB ISSUE, n FnR , -

DESCRlPllON I

NOTES

REV

27.02.11 26.02.11

I

I

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I


L

L

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--

I

P A R S O N S F i l e name: W: \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A I P \ P A ~ P O ~ ~ O ~ - D Q \ R E C E I V EAREA\25772008-DQ.~w~-GCS-27/02/11-1 R

I

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l

0:31: 09

I

=I=

RSC 1 4 0

-----

DIMENSIONS

ELEVATIONS

REFERENCE DRAWING

SUPPORT NUMBER

A

1

c

*B

/

p l p ~ Nos. GUIDE REQD.

*D

Q CO-ORDINATES Y

X

1 4 0 x 1 2 0 ~ 8Thk. PLATE (NOT VALID FOR GUIDE SUPPORT)

TOS EL. 'A' -----

ELEVATION A

-

A

I

I

I

I

I

I

I

I

NOTE: ?+ DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRlCATlON/CONSTRUCTION/INSTALLATION.

M T O 3" SCHEDULE 4 0 PIPE

SAP No.

1.41

m

10000515 4 0

RSC 140

0.22

m

1000080366

'X' CO-ORD.

15 THK PLATE

0.05

m2

1000080265

(ALONG CROSS

8 THK PLATE

0.04

m2

1000062607

- -

'B'

UNITS

QUANTITY

DESCRIPTION

-

-

\c.

\ 2 2 0 x 2 2 0 ~ 1 5THK

7FI 2-

BASE PLATE

SECTION B

-

AMA--

I

I

B r

I

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I

I

I

OESCRlPllON

2. 3. 4. 5.

I

ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 1 0 0 2 5 GRADE S275 JR PlPE SECTION TO API 5 L GR B. ALL CONNECTIONS TO BE MADE USING 5rnm CFW.


P A R S O N S File name: W:

DRWG.T(PE

:

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:

P S 008 -

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31: 1 1

6-T8-1-150 (T) 6-T10-2-150 (B]

REINFORCEMENT PLAN

PLAN (17

NOS.

REQD)

SECTION B

-

M T O

B

(ONLY FOR PS-011)

0 Ln

GRADE*

7

-

-

-

3

I

k

I

m

FB

-

T

-

t

DESCRIPTION

B7

1

m3

N.A.

CONCRETE GRADE 35

3.90

m3

N.A.

CEMENT SAND GROUT

45.23

lit

N.A.

3- T8- 4- 150

REINFORCEMENT STEEL

312.43

Kg

N.A.

4-T8-6-150 5-T8-8-150

PROTECTIVE COATING

50.40

m2

N.A.

68

PCS

N.A.

17.00

m2

N.A.

7

200 FOUNDATION BOLT TYPE - J5

7


olr/

\50

SECTION A

-

" OR EQUIVALENT (TYP)

USSA

SECTION B

-

B

SECTION B

-

B

(ONLY FOR PS-018)

I

THK BLINDING CONCRETE LAID ON 1000g POLYMENE SHEET

CONSTRUCTION

I

A

7. FOR BAR BENDING SCHEDULE REFER DRG. No. NIM-2-5772-011


SAP No.

0.85

7

L'L\

UNITS


I

~ /l ~ 8-T12-3 8-712-5 x

QUANTITY

-D@4

DRWG.TYPE

:

DEscRImoN

.


DETAILS

PS-008,010,011,013 TO 0 1 8, 0 2 1 TO 026, 033 & 034 -

P A R S O N S F i l e name: W: \2-CIVIL\C-310606(EMC)\PAIP\PAIPO0405_DQ\RECEIVER

AREA\25772010-DQ.dwg-GCS-27/02/11-10:

31: 12

m-

>*>L

(bL) L,dl L , k L . d l -

- Arablan

Worleyparsons

&a


lndustnes ( J V )

JOB NO.: PART ID.:

PAIP00238 PRODUCTION STATION

REF. DWG NO.: NIM-2-5772-010-DQ-3 Total MTO for Rebars. T6 Dia. Of Bar ILength of Bar (m) weight (Kgs) Total Weight (Kgs)

I

I

T8

I

TI0

I

TI2

1

TI6

I

T20


NIM-2-5772-011-DQ-4

I

1

T25

I

T32

A GCS PNG 27.02.1 1

%y

1

Designation

Length of No. of Bar Type Nos. Total Shape Bars in & each Bar Reqd code Nos. Mark each Size ?

PS-008,OIO,II,

I

013 TO 0018

2 3 4 5 6 7 8

021 TO 026 033 & 34

T8 T10 TI2 T8 T12 T8 T12 T8

17 17 15 15 1 1 1 1

12 12 8 3 8 4 8 5

204 204 120 45 8 4 8 5

925 925 725 1375 825 1375 975 1375

21 21 11 51 11 51 11 51

A"

B'

C'

125 125 200 300 200 300 200 300

700 700 530 300 630 300 780 300

125 125

D'

-

EIR'

-

--.

---

-.

-----

--

--.

-

-

-. -

.-

1-----

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-- --

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--

L

-

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- --

-----

-- --

- --

.--

--

This schedule complies with BS 8666 : 2005 All dimensions are in mm Refer to Bar shape Code d r a w ~ n g * Spec~fiedin multiples of 5 mm t Specified In multiples of 25 mm Sheet No 1 of 1

I I

SECTION B

-

I

B

(ONLY FOR PS-025 & 026) d

M T O

81 I EI

DESCRIPTION

QUANTITY

UNITS

SAP No.


7.70

m

10000515 4 0

RSC 1 4 0

4.60

rn

1000080366

15 THK PLATE

0.60

m2

1000080265

8 THK PLATE

0.27

m2

1000062607 ((

I

I

'

m-

I-

%

g

APPROVED FOR

c3

CONSTRUCTION I

SECTION B

-

I

B

A 0

-

LL~) &$I bbml- JpJb

REV


[MIS DRAWlNG IS BASED ON P.D.O. DRG. No. STD-2-3102-001-A3-C - TYPE 1021

CONTRACT NO, : C3110606

I PlPE GUIDE DETAILS 1. ALL DIMENSIONS ARE IN MILLIMETRES. FOUNDATION DETAILS ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR PlPE SECTION TO API 5L GR B. ALL CONNECTIONS TO BE MADE USING 5 m m CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION DESCRIPTION IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2

I

II

I

I

I

~ I I L A 19 IYllVl ILI

I

/

I

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DATE

DRAWN BY

w, 9 APPROVED FOR CONSTRUCTION

IN.09.011 IN.09.011

KBR GSB ISSUED FOR COMMENTS ITFAMI .-. ....-. I .I.FNG. -.-. . - . I

/

I .

I PROJ.

ENG.

WES No.

DESCRIPTION

CHECKED

OSE/28N OSE/28N II

SIGNATURE

I

P D 0 APPROVAL


InpzI I2 IULJl nn V Y JJ

~ 7 7 9

J/ / L

I

--

GCS GCS

IN CASE OF DEVIATIONS A MARKED UP PRINT SHALL BE SENT TO THE PROJECT ENGINEER I SCALE : I:7 0 CAD DRAWING


N I M 121 !5 7 7 2 101 01 D Q 13

AREA

:

NlMR

s u s AREA

:

PRODUCTION STATION

' U

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Petroleum Develo~mentOman AREA

SERIAL

S

SH.

DRAW~NGNUMBER

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DESCRlPTlON

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P A R S O N S F i l e n a m e : W: \ 2 _ C l V l L \ ~ - 3 1

P I P E SU P PORTS -. . -.14,UI 5 , U l b,U-I /,U ltj,UL I , : P S- 0 1 1 0 022.02: !.024.025 & 026

:

-

'

REFERENCE DRAWINGS

NOTES I

43

I

27.02.11 26.02.11

I

I

I

-

A

-

A

AREA CODE

DRWG

I 1 NIM I

ENG SECT

SERIAL NUMBER

SHEET


I l l

2 5772013DQ3 A

I

~ ~ ~ ~ ( E M c ) \ P A I P \ P A I P o ~ ~ ~ ~ _ D Q \ R E c AREA\25772013-DQ.dwg-GCS-27/02/11-10: EIvER

I

31: 14

I

QUANTITY

UNITS

SAP No.

BLINDING CONCRETE

0.02

m

N.A.

CONCRETE GRADE 3 5

0.1 0

m3

N.A.

FLAT 8 0 x 6

0.24

m

1000062576

1000q POLYMENE SHEET

0.50

m2

PROTECTIVE COATING

1.80

m2

DESCRIPTION

110x1 40x8 THK (TYP) TOS EL 99.372

I

3" PIPE SCHED. 40 I Y Lfl

SEE NOTE 8

-

'

N.A.


TOS EL 99.118

-

-

I

------7

I

GRD EL 98.800

N.A.

TOS EL 99.118

SI I I 1

1

/

I

'FOSROC NITOCOTE PE 135' IN 2 COATS WITH GLASS MAT OR MASTER SEAL 5 5 0 OF DEGUSSA OR EQUIVALENT

\50 THK. BLINDING CONCRETE LAID ON 1000q POLYTHENE SHEET

(TYP)

S 8.900

VIEW A

-

ELEVATION B

A

-

B

w-

I<.

ELEVATION PLAN

2. 3. 4. 5. 6.

ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR PIPE SECTION TO API 5L GR 8. ALL CONNECTIONS TO BE MADE USING 5mm CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2

7 CONCRETE TO BS 8110, GRADE 35 FOR REINFORCED CONCRETE, GRADE 10 FOR PCC USING 0.P.C ENT OF POST FROM 30mm ABOVE TO IN TO CONCRETE.

,,,,.,, L

,PIPE SUPPORTS


P A R S O N S File name: W: \2-CIVIL\C-31

I

O ~ O ~ ( E M C ) \ P A ~ P \ P A ~ P ~ O ~ O ~ - D Q \ R E C E I AREA\25772014-DQ.dwg-GCS-27/02/11-10: VER

31 : 15

- -

ELEVATION A


-

A

--

SECTION B

-

B

DESCRIPTION

2. 3. 4. 5.

ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR PIPE SECTION TO API 5 L GR B. ALL CONNECTIONS TO BE MADE USING 5rnm CFW. DRWG.TYPE

:

PIPE SUPPORTS

DESCRlPTlON

:

P S- 01 3

DESCRIPTION

VIEW A

-

(SCALE 1: 10)

A

M T O DESCRIPTION

m3

N.A.

CONCRETE GRADE 3 5

0.03

m3

N.A.

CEMENT SAND GROUT

5.26

lit

N. A.

REINFORCEMENT STEEL

24.41

Kg

N.A.

PROTECTIVE COATING

3.1 5

rn2

N.A.

4

PCS

N.A.

1.00

rn2

N.A.

NOTE:

*


----t-REINFORCEMENT PLAN

PLAN (1 No. REQD)

SECTION A

-

A

4. ALL EDGES SHALL H A M A CHAMFER OF APPROX. 25mm. 5. ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED WlTH TWO COATS OF "FOSROC DEKGUARD S" WITH A AFT OF 3 5 0 MICRONS OR ANY OTHER APPROMD EQUIVALENT. 6. FOUNDATION BOLTS REFER DRG. NO. STD-2-3950-001-A3 7. FOR BAR BENDING SCHEDULE REFER DRG. NO. NIM-2-5772-018-DQ-4 8. FOR FOUNDATlONLOCATlON PLAN REFER DRG. NO. NIM-2-5604-005-DQ-1

S A P No.

0.05

1000g POLMHENE SHEET

-

UNITS



SECTION B

QUANTITY

B

DESCRIPTION

m-

-

(bh) & d l

'-A23

2-2'-


WorleyParsons - Arablan Industries (JV)

JOB NO.: PART ID.:

PAIP00238 PRODUCTION STATION PS-027 & 028


REF. DWG NO.: NIM-2-5772-017-DQ-3

Total Weight (Kgs)

Designation PS-027 & 028

NIM-2-5772-018-DQ-4

A GCS PNG 27.02.1 1

w /

24410

Length of No. of Bar Type Nos. Total Shape Bars in each Bar Reqd code Mark Nos. each Size t

1 2 3

T10 TI2 T8

24 12 4

1 1 1

--

24 12 4

925 21 700 11 51 1975 -

A'

B'

C'

125 700 580 125 450 450 -

D^

125

E/R*

----

-

-

-

--

-

-

--

-

-

-

-

-

---..-

-

-

-

-

-

-

-

--- -

-

-

-

- --

- -.

-

-- --

. -

-

-

--

--

-

-

--

----

-

-

-

-

--

Thls schedule complies with BS 8666 : 2005 All dimens~onsare in mm Refer to Bar shape Code drawing " Specified In multiples o f 5 mm t Specified In multiples o f 2 5 mm Sheet No: 1 of 1

I

NOTE: 'FOSROC NITOCOTE PE 135' IN 2 COATS WlTH GLASS MAT OR MASTER SEAL 5 5 0 OF DEGUSSA OR EQUIVALENT

ELEVATION -I

\50

*

I

D

I

I

I

*F

E

I

I

CO-ORDINATES

BOLT REQD. 'XI CO-ORD./IY~ CO-ORD.

G

I

I

4

'u'

DIMENSIONS

ELEVATIONS

REFERENCE DRAWING

SUPPORT NUMBER

I

I

I

DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIM-ENSIONS AT SITE, PRIOf- TO FABRICATION /CONSTRUClON/INSTALLA~ON.

THK. BLINDING CONCRETE LAID -. .--- ON 1000g POLYTHENE bHtt l

M T O QUANTITY

UNITS

SAP No.

RSA 100x100x1 0

1.95

m

1000080322

A 1 9 3 MESH FABRIC

1.28

m2

1000062697

BLINDING CONCRETE

0.05

m3

N.A.

CONCRETE GRADE 3 5

0.20

m3

N.A.


1.OO

rn2

N.A.

PROTECTIVE COATING

3.60

m2

N.A.

DESCRIPTION

(TYP)

Ic. h w TAL


PLAN I 2. 3. 4. 5. 6.

ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR PIPE SECTlON TO API 5L GR B. ALL CONNECTIONS TO BE MADE USING 5mm CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WlTH DOCUMENT NO. SP-1246-2

7 CONCRETE TO BS 8110, GRADE 35 FOR REINFORCED CONCRETE, GRADE 10 FOR PCC USING 0.P.C ENT OF POST FROM 30mm ABOVE TO DRWG.TYPE

:

PIPE SUPPORTS

DEscRlPTloN

:

P S- 029 & 030

I

P A R S O N S F i l e n a m e : W: \2-CIVIL\C-310606(EMC)\PAIP\PAlP00405-DQ\RECEIVER

I

I

AREA\25772019-DQ.dwg-GCS-27/02/11-10:

I

1

1

31 : 1 9

REFERENCE DRAWING

SUPPORT NUMBER

-

PS-033 PS-034

TOS EL. 'A'

NIM-2-5604-005-DQ-1 NIM-2-5604-005-DQ-1

ELEVATIONS A 98.902 98.600

*B 97.490 97.490

DIMENSIONS

c

plp~ GUIDE

*D 1387 1085

380 380

NOS.

4

REQD.

-

1 1

-

CO-ORDINATES

Y

X E 305.1 47 E 308.523

S 18.097 S 20.800

. 140

- -


- --- -

pn I

I

i

ELEVATION A

A

-


M T O QUANTITY

UNITS

SAP No.

3" SCHEDULE 40 PIPE

2.45

1000051540

RSC 140

0.80

rn rn

1000080366

15 THK PLATE

0.10

m

1000080265

8 THK PLATE

0.03

m2

1000062607

DESCRIPTION HOLES

Y SECTION B

-

B

(ONLY FOR PS-025)


A

1 27.02.11 1

I01

I

I

I

26.02.11

I %!!I

I I

I APPROVED FOR CONSTRUCTION G& 1 KBR 1 GSB 1 ISSUED FOR COMMENTS

GCS

@-

I IN.09.011 IN.09.011

I OSE/28N I ( OSE/28N I

DESCRlPTlON

2. 3. 4. 5.

ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR PlPE SECTION TO API 5L GR B. ALL CONNECTIONS TO BE MADE USING 5mm CFW. 6. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION NOTES

I

I


I


I I NIM I

2 5772 020 DQ13 / A /

I

O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ R E C E I V E RAREA\25772020-DQ.dwg-GCS-27/02/11-10:

I

l

l

31: 2 0


NOMINAL PIPE SIZE INCHES

MM

PIPE OD

UB-0.5

I12 "

15

21.3

UB-0.75

3/4 "

20

1" 1I/2 "

UB-1 UB-1.5

DIMENSIONS

Nos. REQD.

B

C

D

E

T

8

32

40

45

30

10

-

26.7

8

37

45

55

35

10

-

25

33.4

8

42

50

60

35

10

-

40

48.3

10

55

65

85

45

16

-

A

ELEVATION

I

MATERIAL GUIDE BAR 1 NUTS

I SIZE

SAP No.

SIZE

SAP No.

8

1000080335

M8

1000063795

16

1000062588

M I6

1000063798

20

N.A.

M20

1000063799

24

N.A.

M24

1000120055

I 1



3. MATERIAL-BOLTS TO BS EN 10025 GR S275 JR NUTS TO IS0 898/11 GR 8 4. U-BOLT CORROSION PROTECTION SHALL COMPLY WITH SP-1246-2

DRWG.TYPE

REFERENCE DRAWINGS PARSONS File name: W: \2-CIVIL\C-31

:

,,,,,,,,,,: ' U 7 BOLT

(PIPE NOT GRIPPED) DETAILS

~ ~ ~ ~ ( E M c ) \ P A I P \ P A I P o ~ ~ ~ ~ ~ D Q \ R EAREA\25772021 cEIvER -DQ.dwg-GCS-27/02/1

1-1 0: 31 : 21

NOMINAL PlPE SIZE

PlPE GUIDE DESIGNATION

MM

INCHES

PIPE OD

A

B

DIMENSIONS D C

Nos. REQD.

T

E

I

ELEVATION

MATERIAL GUIDE NUTS

BAR SIZE

SAP NO No.

SIZE

8

1000080335

M8

10

1000062586

16

LOCKNUTS

SAP NO:

SIZE

SAP No.

1000063795

M8

1000080222

M I0

1000063796

M I0

1000063819

1000062588

M I6

1000063798

M I6

1000063820

20

N.A.

M20

1000063799

M20

1000063821

24

N.A.

M 24

1000120055

M24

1000120066


I

A

27.02.11

GCS

n

n r nn

n

I uI

I

I

I

4 4

I

LD.UL. I I

( L ~ u ) $ $ I ~ l b C u d I - j j y ~ ~ + d R ~ vDATE

~3 DRAWN BY

WorleyParsons- Arabian Industries (JV) .

, -11nn pco

I non I

c7ao

TEAML

J.ENG.

I

I

I

I

I


IN.09.011

OSE/28N

lCCl lrn r n D IJJULU I UI\

Ihl

nQ n i l

/78N , OSF --- --'.

CHECKED

pT\LILICI\ITC LUIVIIVILIY

IJ

I

DESCRIPTION

I I . . V Y . V I

WBS No.

I

I

I

PROJ. LNG.

I

5IGNA I U K t

P D 0 APPROVAL

PRO.IFCT BRAWING RFVlSlON

3. MATERIAL-BOLTS TO BS EN 10025 GR S275 JR NUTS TO IS0 898/11 GR 8

I

NOTES

I I

REFERENCE DRAWINGS

, I

,PIPE SUPPORTS ...

.

I .I..

I

I

PARSONS File name: W: \ ~ - C I V I L \ C - ~ ~ ~ ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ - D Q \ R E C E I V E R AREA\25772022-DQ.dwg-GCS-27/02/11-10:

31: 22

NOMINAL PIPE SIZE MM INCHES


+

PG-2

2"

I

PG-3

3" I

TYPE

-

A

TYPE

LINES 2" TO 6"

-

B

LINES 8" TO 24"

50

I

PIPE OD I

DIMENSIONS A B 55

60.3

REQD. 3

RSA 50x50~6

82

I

N 0s.

SECTION

I

I

I

80

88.9

80

97

RSA 50x50~6

-

I

PG-4

4"

100

714.3

80

110

RSA 50x50~6

3

PG-16

16"

400

406.4

230

306

RSC 100

-

PG-18

18"

450

457.0

260

371

RSC 140

-

PG-20

20"

500

508.0

290

396

RSC 140

-

PG-24

24"

600

610.0

340

447

RSC 140

-

PG-30

30"

750

762.0

150

464

RSC 140

-

PG-32

32"

800

813.0

150

492

RSC 140

-

PG-40

40"

1000

1016.0

200

588

RSC 160

-

RSA 100x100x12 300 Lg. SECTION

M T O


TYPE

-

C

/

*-

GAP SHALL BE AS PER PIPING GA. IF NOT SPECIFIED IT SHALL BE 2mm

I I

I FOR LOCATION REFER PIPING GA. I

DESCRIPTION RSC 160

I I

QUANTITY

RSC 140

-

RSC 100

-

RSA 100x100~12

-

UNITS

I

rn rn m rn rn

1.70

RSA 50x50~6

LINES 30" & ABOVE

-

I

I 1

SAP No. 1000062643

I I

1000080366 1000145612 1000142036 1000062629 \c

*

w--. A

%


,

1

A 0

(

27.02.11 26.02.11

1

GCS GCS

I

APPROVED FOR CONSTRUCTION 'pg. ? KBR ( GSB ISSUED FOR COMMENTS

I

I

IN.09.011 IN.09.011

(

OSE/28N OSE/~~N

I

I

TO BS EN 10025 GR S275 JR 3. ALL CONNECTIONS TO BE MADE USING 6mm CFW. 4. STEELWORK CORROSION PROTECTON SHALL COMPLY WITH SP-1246-2

DRWG.TYPE

:

DEscRlpmoN

:PIPE GUIDE DETAILS

DESCRIPTION

P A R S O N S File name: W: \ ~ - C I V I L \ C - ~ ~ ~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O ~ ~ O ~ _ D Q \ R E C E~I ~V~E~R\ 2 5 7 7 2 0 2 3 - D ~ . d w g - G C S - 2 7 / 0 2 / 1 1 - 1 031: : 23

FABRICATION/CONSTRUCTION/INSTALLATION.

5- TI 0-2-200

(B)

SECTION B-B (2 NOS. REQD)

SECTION C-C

SECTION A

-

A

FOR REINFORCED CONCRETE, GRADE 10 FOR BLINDING CONCRETE USING OPC. , REINFORCEMENT TO BS 4449.

MICRONS OR ANY OTHER APPROVED EQUIVALENT. 6. FOR BAR BENDING SCHEDULE REFER DRG. NO. NIM-2-5772-025-~~-4

,PIPE SUPPORTS-SLEEPER DESCRlF',ON



:

DETAILS

SL- 001 & 002 I

I

~ ~ ~ ~ ( E M c ) \ P A I P \ P A I P o ~ ~ ~ ~ _ D Q \ R E C E~I ~V ~ ER ~ \ 2 5 7 7 2 0 2 4 - ~ ~ . d w ~ - ~ ~ ~ - 2 7 / 0 31: 2/1 24 1-1

[

b l m ) i_,]l

LtrleyParsons

ills U

l

rp,L

',ILIJJ


- iarab~anIndus+nee (JV)

JOB NO.: PART ID.:

PAIP00405 NIMR SLUDGE PIT SYSTEM UPGRADE SL-001&002

REF. DWG NO.: NIM-2-5772-024-DQ-3

Designation SL-001&0oz

Bar Type & Mark Size

1 2 --

TI0 TI0

-


Length of No. of Total Shape Bars ~n each Bar Reqd code Nos. each 7 Nos.

2 2

6 10

I

12 20

1075 675 -

A GCS PNG 27.02.1 1

B'

21 150 800 21 150 400 -

-

A'

NIM-2-5772-025-DQ-4

C"

D*

Em"

150 150

T h ~ schedule s complies with BS 8666 2005 All dimensions are In mm Refer t o Bar shape Code drawing * Specified in multiples of 5 mm iSpecified In multiples of25 mm Sheet No 1 of 1

NOTE:

*


(2 Nos. REQ'D)

OR EQUIVALENT (TYP)

2. 3. 4. 5.

CONCRETE TO BS 8110, GRADE 3 5 FOR REINFORCED CONCRETE, GRADE 1 0 FOR BLINDING CONCRETE USING OPC. 50mm COVER TO REINFORCEMENT, REINFORCEMENT TO BS 4449. TANGS WELDED TO WEAR PLATE USING 6 m m CFW. AND EXPOSED STEEL WORK TO BE PAINTED IN ACC. WITH SP-1246-2 ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED WlTH TWO COATS OF "FOSROC DEKGUARD S" WlTH A DFT OF 3 5 0 MICRONS OR ANY OTHER APPROVED EQUIVALENT. 6. FOR BAR BENDING SCHEDULE REFER DRG. No. NIM-2-5772-027-00-4

,,,

. PIPE

SUPPORTS-SLEEPER

DETAILS

m-

(kb) &$I &L=U!. > , L '+Jd3 Worleyparsons - A r a b i a n l n d v ~ t n e s(JV)



JOB NO.: PART ID.:


SL-o03&005 -.

--

TI0

TI2

T!6

T20

T25

-

1 2 3 4

NIM-2-5772-027-DQ-4 A GCS PNG 27.02.1 1

Tp/

T32

.w-

43 65 27 07 27 070

Length of No. of Bar Type Nos. Total Shape Bars ln & each Bar Reqd code Mark Nos. each Size ?

Designation

--

T8


TI0 TI0 T10 TI0

2 2 2 2

6 8 4 5

12 775 16 675 1225 8 10 --. 1375

A*

B'

21 150 - 500 21 21 51

150 200 200

400 700 400

C'

150 150 350

D'

Ern'

-

-

-- -

-

--

-

--

-

--

-

T h ~ schedule s complies with B S 8666 - 2005 All dimensions are in mrn Refer to Bar shape Code drawing * Specified in mult~piesof 5 mm t Specified in mult~piesof25 mm Sheet No - 1 o f 1

NOTE:

5-T10-2-200 5-T10=2-200

*

DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRIcATION/CONSTRUCTION/INSTALLATION.

(T) (B)

SECTION B-B ( 2 Nos. REQ'D)

OR EQUIVALENT (TYP)


SECTION A

-

SECTION C-C

A DESCRIPTION

2. 3. 4. 5.

CONCRETE TO BS 8110, GRADE 3 5 FOR REINFORCED CONCRETE, GRADE 10 FOR BLINDING CONCRETE USING OPC. 5 0 m m COVER TO REINFORCEMENT, REINFORCEMENT TO BS 4449. TANGS WELDED TO WEAR PLATE USING 6 m m CFW. AND EXPOSED STEEL WORK TO BE PAINTED IN ACC. WlTH SP-1246-2 ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED WlTH TWO COATS OF "FOSROC DEKGUARD S" WlTH A DFT OF 3 5 0 MICRONS OR ANY OTHER APPROVED EQUIVALENT. 6. FOR BAR BENDING SCHEDULE REFER DRG. No. NIM-2-5772-029-OQ-4 7. PIPE GUIDE DETAILS REFER DRG NO. NlM-2-5572-023-00-3


SUB AREA

:


NO.

05

d

DRWGTYPE

DEscRlpnoN

:


SL-004

& SL- 006

DETAILS

Aa' Lj QP

&u+%s> **

-

DRWG

NO

AREA CODE


SERIAL NUMBER

SHEET


N I M 2 5772028DQ 3 A

P A R S O N S F i l e n a m e : W: \2-CIVIL\C-31 o ~ o ~ ( E M c ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ R E C E I V E R~ ~ ~ ~ \ 2 5 7 7 2 0 2 8 - ~ ~ . d w ~ - ~ ~ ~ - 2 7 / 0 321/: 1 261 - 1

&y&?ake:Ta~n' L~<~z~'L$G JOB NO.: PART ID.:



REF. DWG NO.: NIM-2-5772-028-DQ-3

Designation

-

SL-oo4&006

--

-

Bar Mark

ze

1 2 3 4

TI0 TI0 TI0 TI0

Size


Length of No. of Total Nos. Shape Bars ~n each Bar code Reqd Nos. each t

2 .- 8 16 1075 2 875 10 20 10 2 20 1225 5 2 10 1775 -

21 21 21 51

NIM-2-5772-029-DQ-4

A GCS PNG @ ' k/ 27.02.1 1

A'

B^

C'

150 -150 200 200

800 600 700 600

150 150 350

Em"

D'

-

---

--

- .-

- -

. -

-

-- .

---

---

.-

.

--

-

--

-

-

. --

-

-

~

I

-

--

.-

-

-

p p p p p p

---

.

-

--

-

----

--

Thls schedule complies w ~ t hB S 8666 2005 All dimensions are in mm Refer to Bar shape Code drawing * Specified In mult~plesof 5 m m t Spec~fiedIn multiples of 25 m m Sheet No 1 of l

PG-6

LB

:f

SL-010 SL- 011 SL-014 SL- 015 SL-016 SL- 019

1

ELEVATIONS

LOCATION DRAWING

SLEEPER TYPE

*B

A

NIM-2-5210-001 -DQ-1

p l p ~ Nos. GUIDE REQD.

98.600

-

98.200

1

PG-6 -

I

-

!

I

NOTE: %- DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLATION.

o

M.T.O.

UNITS

SAP No.

3

N.A.

1.51

3

m

N.A.

FLAT 100x10

3.00

rn

1000062581

FLAT 25x6

2.70

m

1000062571

137.55

Kg

N.A.

17.36

2

m

N.A.

5.30

m2

N.A.

QUANTITY

DESCRIPTION 5-T10-2-200

(B)

SECTION B-B

PLAN

0.264

BLINDING CONCRETE CONCRETE GRADE 35

(6 Nos. REQD)

REINFORCEMENT STEEL PROTECTIVE COATING POLYTHENE SHEET 1000g

3

m

-

3 0

3 3

Lo

3

300

4

\<

SECTION C-C

1OOOg POLYTHENE SHEET

SECTION A

-

A 0 S k u \- j p J b

da

REV

27.02.11 26.02.11

GCS GCS DRAWN

DATE

BY

Worleyparsons - Arabian Industries (JV) CONTRACT NO. : C3110606

PROJ. NO. :

PAIP00405

a! /

KBR TEAML

OSE/28N OSE/28N

lN.09.011 IN.09.011



SIGNATURE

WBS NO.

P

CHECKED

D 0 APPROVAL


IN CASE OF DEVIATIONS A MARKED UP PRINT SHALL BE SENT TO THE PROJECT ENGINEER I SCALE : 1: 20 CAD DRAWING

1. 2. 3. 4. 5.

ALL DIMENSIONS ARE IN MlLLlMETRES AND ELEVATIONS IN METRES. CONCRETE TO BS 8110, GRADE 35 FOR REINFORCED CONCRETE, GRADE 1 0 FOR BLINDING CONCRETE USING OPC. 5 0 m m COVER TO REINFORCEMENT, REINFORCEMENT TO BS 4449. TANGS WELDED TO WEAR PLATE USING 6 m m CFW. AND EXPOSED STEEL WORK TO BE PAINTED IN ACC. WlTH SP-1246-2 ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED WlTH TWO COATS OF "FOSROC DEKGUARD S" WlTH A DFT OF 350 MICRONS OR ANY OTHER APPROVED EQUIVALENT. 6. FOR BAR BENDING SCHEDULE REFER DRG. NO. NIM-2-5772-031-DO-4 7. PIPE GUIDE DETAILS REFER DRG NO. NIM-2-5572-023-DO-3

sus

AREA

DRWG.TYPE

:



NO.

B%

05

DETAILS

7x9

Petroleum Development Oman ,

),,,)1 1 ,

I

I

PARSONS File name: W: \2-CIVIL\C-310606(EMC)\PAIP\PAIPO0405~DQ\RECEIVER

I

R

1

I

SHEET

I

I

I

DWG REV.

CODE

ISlZEl

I

I

NIM 2 5772030DQ 3 A

NO


Wd 7A L


A LL)&=!=!I

'

1

AREA\25772030-DQ.dwg-GCS-27/02/11-10:

I

l

l

31: 27

L a b ) +&I <-Worleyparsons

uk LPJI - )I-& dU - A r a b ~ a nlndustnes (JV)

JOB NO.: PART ID.:


PAIPOO405 NIMR SLUDGE PIT SYSTEM UPGRADE SLEEPER SUPPORTS

REF. DWG NO.: NIM-2-5772-030-DQ-3


NIM-2-5772-031-DQ-4

A GCS PNG 27.02.1 1

This schedule complies with BS 8666 2005 All dimensions are in mm Refer to Bar shape Code d r a w ~ n g * Specified in multiples of 5 rnm t Specified In multiples of 25 mm Sheet No : 1 o f l

R E F E R E N C E

D R A W I N G S

PlPE SUPPORT/ SLEEPER NUMBER PS-051

STEELWORK DETAILS NIM-2-5772-033-DQ-3

SLEEPER/FOUNDATION DETAILS NIM-2-5772-034-DQ-3

PS-052

NIM-2-5772-036-DQ-3

NIM-2-5772-037-DQ-3

-

PS-083

-

PS-084

-

REMARKS

LOCATION PLAN NIM-2-5166-001-DQ-1

R E F E R E N C E D R A W I N G S LOCATION PLAN SLEEPER/FOUNDATION STEELWORK DETAILS DETAILS NIM-2-5166-001-DQ-1 NIM-2-5772-049-DQ-3 NIM-2-5772-048-DQ-3

PIPE SUPPORT/ SLEEPER NUMBER PS-082

PS-085

I PS-056

I

I

I

I

SPARE

1

I

I

I

I

I

SPARE

I

PS-063

PS-074

SPARE

PS-075

SPARE

PS-076

NIM-2-5772-048-DQ-3

NIM-2-5772-049-DQ-3

NIM-2-5166-001-DQ-1

PS-086

NIM-2-5772-052-DQ-3

PS-087

NIM-2-5772-051-DQ-3

NIM-2-5772-049-DQ-3

-

PS-078

-

PS-079

-

PS-080

-

NIM-2-5167-001-DQ-1

-

NIM-2-5167-001-DQ-1

-

I I A 0

PS-081

27.02.11 26.02.11

GCS GCS

KBR

SUB AREA I

AREA

I

I

s

SERIAL

I

SH.

I

P

s

D E Rw ,G.

DESCRlPllON

:

PRODUCTION STATION

:PIPE SUPPORTS (RECEIVER)

DRAWlNG NUMBER

REFERENCE DRAWINGS

D,scRip,oN

:INDEX SHEETS

P A R S O N S F i l e n a m e : W: \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ R E C E I V E RA R E A \ M E C H A N I C A L


IN.09.011 IN.09.011


I

DESCRlPllON

NOTES

-

-

PS-077

1. CONTRACTOR SHALL REFER PIPING PLAN ,PRIOR TO FABRICATION, INSTALLATION OF PlPE SUPPORTS

-

V

1

I

REMARKS

1

I I

OSE/28N OSE/28N

WBS No.

p: 1

1i1

Petroleum Development Oman AREA CODE

ENG SECT

mEET

NUMBER

P R ~ JDWG CODE SIZE

NIM 2 5772032DQ 3 A

~ ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ \ 2 5 7 7 2 0 3 2 _ D Q . d w g - ~ C ~ -33: 2 7 52 /02/

M T O

I

DESCRIPTION

/

QUANTITY

1

I

I

UNITS

SAP No.

RSC 1 0 0

1.15

rn

1000145612

RSA 7 0 x 7 0 ~ 7

1.05

rn

1000080321

1

2 0 THK PLATE

I

EARTHING BOSS -

-

--

1

0.15

1

m2

1

1000062610

1

1

1

I

PCS

I

N.A.

1



wf

,---T-I

I

)

I

I

ELEVATION A

\ 3 8 0 x 3 8 0 ~ 2 0THK

I

GRD EL 98.700

7

-

A

BASE PLATE

SECTION B

-

B

I APPROVED I

ELEVATION A 0

( b) i f k u l ->PJ~ && WorleyParsons - Arabian Industries (JV) 1. 2. 3. 4. 5. 6.


GCS GCS ORAWN BY

DATE

W& KBR TEAML

IN.09.011 IN.09.011


WBS No.

DESCRIPTION

1


SIGNATURE

P D 0 APPROVAL

CHECKED


ALL DIMENSIONS ARE IN MILLIMETRES. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR PIPE SECTION TO API 5 L GR B. ALL CONNECTIONS TO BE MADE USING 5 m r n CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2 NOTES

I

REV

27.02.11 26.02.11

FOR CONSTRUCTION

DRWG.TYPE

:

PIPE SUPPORTS

DEscRlPsloN

:

P S- 051

I

P A R S O N S F i l e name: W: \ ~ - C I V I L \ C - ~ ~ ~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O ~ ~ O ~ _ D Q \ R E C E AI VR E AR\ M E C H A N I C A L

I

I

REQUIREMENTS\25772033-DQ.dwq-GCS-27/02/11-10:

33: 53

M T O QUANTITY

DESCRIPTION 2x7- TI 0- 1-200

SAP No.


0.1 0

m3

N. A.

CONCRETE GRADE 3 5

0.51

N.A.

CEMENT SAND GROUT

5.90

m3 lit

REINFORCEMENT STEEL

36.72

Kg

N.A.

5.40

m2

N.A.

4

PCS

N.A.

1.96

m2

N.A.

PROTECTIVE COATING FOUNDATION BOLTS

UNITS

240 FOUNDATION BOLT TYPE - J10 1000g POLYMENE SHEET

NOTE:

N.A.

- 3 ~ DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS


I REINFORCEMENT PLAN PLAN 6 LT

a 0

m

i

SEE NOTE-5

2

2

SECTION A

-

2

2

2

SECTION B

-

(c

7 Az.

B


A

L[SuI- JpJb $JJREV WorleyParsons - Arabian Industries (JV)

L.LY) %$I

[MIS DRAWING IS BASED ON P.D.O. DRG. NO.( STD-2-3904-001-A3-D TYPE 9041 1

I CONTRACT NO. : C3110606 1 PROJ. NO. : PAIP00405

27.02.11 26.02.11

GCS GCS DRAWN

DATE

BY

KBR TEAML

ALL DIMENSIONS ARE IN MILLIMETRES AND ELEVATIONS IN METRES. CONCRETE TO BS 8110, GRADE 3 5 FOR REINFORCED CONCRETE, GRADE 1 0 FOR BLINDING CONCRETE USING OPC. 50rnrn COMR TO REINFORCEMENT, REINFORCEMENT TO BS 4449. ALL EDGES SHALL H A M A CHAMFER OF APPROX. 25rnrn. ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED WlTH TWO COATS OF "FOSROC DEKGUARD S" NTH A DFT OF 3 5 0 MICRONS OR ANY OTHER APPROVED EQUIVALENT. 6. FOUNDATION BOLTS REFER DRG. NO. STD-2-3950-001-A3 7. FOR BAR BENDING SCHEDULE REFER DRG. NO. NIM-2-5772-035-DF4 8. FOUNDATION LOCATION PLAN REFER DRG. NO. NIM-2-5166-001-OF1

J.ENG.

was

DESCRIPTION


SIGNATURE

No.

P D 0 APPROVAL

CHECKED




DRWG.TYPE

:

PIPE S'JPPORTS-FOU N D ATI ON DETAl LS

DEscRlPTloN

:

P S- 051

I


IN.09.011 IN.09.011


IN CASE O F DEVIATIONS A MARKED UP PRINT SHALL B E S E N T TO T H E P R O J E C T ENGINEER I SCALE : 1: 20 CAD DRAWING

1. 2. 3. 4. 5.

I

-m-

O ~ ~ ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ - D Q \ R E C E I V EARR E A \ M E C H A N I C A L

DRw

I I NO

I

AREA CODE

ENC SECT

SERIAL NUMBER

p R o j DWG CODE SIZE

NIM 2 5772 034 D Q 3 ~/A

I


I

l

I l

33: 54

WorleyParsons

- Arabtan

lndustnes

JOB NO.: PART ID.:


(JV)



REF. DWG NO.: NIM-2-5772-034-DQ-3


Designation

T8

9 90

27.90

8 82

T16

T20

T25

Length of No. of Total Nos. Shape Bars in each Bar code Reqd Nos. each t

'

1

TI2

45.00

TI0

1

28

28

1325

21

----

%y

T32

'"

hwM ?A%

36 720

Bar Type Mark Size

PS-051

TI0

NIM-2-5772-035-DQ-4 A GCS PNG 27.02.1 1

--

-

-- -

.-

--

A"

B'

C*

125

1100

125

D'

Em'

- P

-

-

--

-- -. -

- -

--

---

- .-

-

-

---

--

--

-

- --

-

-

-

-- P A P

This schedule c o m p l ~ e swith BS 8666. 2005 All dimensions are In mm Refer to Bar shape Code drawing * Specifled In mult~pleso f 5 mm Specified In mult~plesof 25 mm Sheet No.. 1 of I

I 1

1

DESCRIPTION

QUANTITY

I

UNITS

I

SAP No.

- -

I

. .- - . - -

1 I

M T O

RSC 1 0 0 RSA 7 0 x 7 0 ~ 7

(NOT VALID FOR GUIDE SUPPORTS)

0.60

20 THK PLATE

rn

0.1 4

I

rn

I

1

EARTHING BOSS

1000080321

*

1 0 0 0 0 6 2 6 10

I

PCS

N.A.

NOTE: -X DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLATION.

ELEVATION A

A

-

1

RSC 1 0 0

0

0 C\1

Y 4-27@ HOLES

-

m

1 VIEW C

\380x380~20

I

-

RSC 1 4 0 A

ELEVATION D

C

THK

-

B

I

I

A 0

D


BASE PLATE

SECTION B

-

I

I

GCS GCS

27.02.11 26.02.11

%& KBR

I

I

I

IN.09.011 IN.09.011


I

I

OSE/28N OSE/28N

DESCRIPTION

3. 4. 5. 6.

I

ALL STEEL WORK TO B S EN 1 0 0 2 5 GRADE S 2 7 5 JR PIPE SECTION TO API 5 L GR B. ALL CONNECTIONS TO BE MADE USING 5 m m CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2

sue

AREA

DESCRlPllON

SERIAL

SH.

P

s

. PRODUCTION


S THA I l U l U

DRWG.MPE

: P I P E SUPPORTS

DESCRlPllON

.P

DRAWlNG NUMBER

NOTES I

s

AREA

T1nh'

I

1

Petroleum Deseloornent Oman

S- 052

I

P A R S O N S F i l e name: W: \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ R E C E I V E RA R E A \ M E C H A N I C A L

I

I


I

l

l

33: 5 5

I

M T O QUANTITY

DESCRIPTION

UNITS

SAP No.


0.20

rn3

N. A.

CONCRETE GRADE 35

1.20

N.A.

CEMENT SAND GROUT

11.80

rn3 lit

REINFORCEMENT STEEL

84.20

Kg

N.A.

PROTECTIVE COATING

12.01

rn2

N.A.

8

PCS

N.A.

4.00

m2

N.A.

240 FOUNDATION BOLT TYPE - J10 1000g POLYTHENE SHEET

NOTE.

N.A.

- 3 ~ DENOTES, SINCE GRADE ELEVATON VARIES, CONTRACTOR TO VERIFY ELEVATIONS



iI

(2 Nos. REQ'D)

I

22 k

SEE NOTE-5

7 TOC EL 98.850

v

2

2

2

SECTION B

3

2

-

3

3

SECTION B

B

3 -

B

(FOR PS-055 ONLY)

3. 50rnrn COVER TO REINFORCEMENT, REINFORCEMENT TO BS 4449. 4. ALL EDGES SHALL H A M A CHAMFER OF APPROX. 25rnrn. 5. ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED WlTH TWO COATS OF "FOSROC DEKGUARD S" WlTH A DFT OF 3 5 0 MICRONS OR ANY OTHER APPROVED EQUIVALENT. 6. FOUNDATION BOLTS REFER DRG. NO. SlD-2-3950-001-A3 7. FOR BAR BENDING SCHEDULE REFER DRG. No. NlM-2-5772-038-0Q-4 8. FOUNDATION LOCAllON PLAN REFER DRG. NO. NIM-2-5166-001-DC-1

DRWG.TYPE

:



I

I


~ ~ ~ ~ ( E M c ) \ P A I P \ P A I P o ~ ~ ~ ~ - D Q \ R E C EAREA\MECHANICAL IVER

DETAILS

I I I

NIM 2 5 7 7 2 0 3 7 ~ ~ 1 3 1 ~

I

REQUIREMENTS\25772037_DQ.dwg-GCS-27/02/11-1

I

l

l

0: 33: 5 6

Ad&) L (

;

v

. 5 L S ~ J . >->L dJJ ~- Arabian ~ ~ lndustnes ~ ~ P(JV) ~ ~

JOB NO.: PART ID.:

~

~

~ ~ BAR BENDING SCHEDULE

Document No.: Revision No.: Prepared by: Checked by:


Date:

REF. DWG NO.: NIM-2-5772-037-DQ-3

Total MTO for Rebars. TE Dia. Of Bar Length of Bar (m) Weight (Kgs) Total Weight (Kgs)

T h ~ schedule s complies with BS 8666 2005 All d~mensionsare in mm Refer to Bar shape Code draw~ng * Specified in multiples of 5 mm t Specified In multiples of 25 mm

T8

TI0

TI2

97.90

26.40

60.70

23.50

TI6

T20

T25

T32

84 200

NIM-2-5772-038-DQ-4 A GCS PNG 27.02.1 1

ELEVATION A

-

A

AND DIMENSIONS-AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLATION.

M T O 4-230 HOLES

DESCRlPllON

2. 3. 4. 5.

ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR PIPE SECTION TO API 5 L GR B. ALL CONNECTIONS TO BE MADE USING 5mm CFW. DRWG.TYPE

:PIPE SUPPORTS

P A R S O N S F i l e name: W: \ ~ ~ C ~ V I L \ C - ~ ~ ~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O ~ ~ ~ ~ ~ D AQR \ERA \EM C E CEHIAVN EI CRA L

R E ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ \ 2 5 7 7 2 0 3 9 _ D Q . d w g - G C S - 2 7 / 0 233: / 1 157 -10:

FOUNDATION DESlGNATiON PS-053 PS-054 PS-057 PS-058

-?I


NUMBERS REQUIRED 1

*TOC EL. 98.850 99.1 6 0 99.1 6 0

NOTE: 36 DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLATION.


2

2

2

SECTION B

SECTION A

-

2 -

B

A

4. ALL EDGES SHALL H A M A CHAMFER OF APPROX. 25rnm. 5. ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED WlTH TWO COATS OF "FOSROC DEKGUARD Sn WlTH A DFT OF 3 5 0 MICRONS OR ANY OMER APPROVED EQUIVALENT. 6. FOUNDATION BOLTS REFER DRG. NO. STD-2-3950-001-A3 7. FOR BAR BENDING SCHEDULE REFER DRG. NO. NIM-2-5772-041-D@3

DESCRIPTION

:

PS-053, 054, 057 TO 0 6 2 & 070

I

P A R S O N S F i e name: W: \ 2 - C I V l L \ C - 3 1

0606(EMC)\PAIP\P~lP00405-DQ\RECEIVER

I

AREA\MECHANICAL


I

I

I

33: 59

v

8:

-.-LA) & d l Clir -1. > * , L dd9 (Worleyparsons - A r a b i a n lndustnes (JV)

JOB NO.: PART ID.:





T8

TI0

TI2

53.33

243.00

78 30

21.33

150.66

69.69

TI6

T20

T25

T32

NIM-2-5772-041-DQ-4

A GCS PNG 27.02.1 1

w-

241 680

This schedule complies w ~ t hBS 8666 : 2005 All dimensions are in mm Refer to Bar shape Code drawlng * Specified In rnult~plesof 5 m m t Specified in mult~plesof 25 rnm Sheet No I of 1

M T O QUANTITY

UNITS

SAP No.

HE 140A

2.60

rn

1000080438

RSC 1 0 0

0.70

m

100014561 2

RSA 7 0 x 7 0 ~ 7

0.60

m

1000080321

2 0 M K PLATE

0.1 4

m2

1000062610

1

PCS

N.A.

DESCRIPTION

EARTHING BOSS NOTE:

*


I

/


HE 140A

EARTHING BOSS

ELEVATION A

TOC EL 98.850

r-T-1 k

-

A

\ 3 8 0 x 3 8 0 ~ 2 0THK

I

1

0

N

GRD EL 98.700

BASE PLATE

SECTION B

-

B

ELEVATION

2. 3. 4. 5.

ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S 2 7 5 JR PIPE SECTION TO API 5 L GR B. ALL CONNECTIONS TO BE MADE USING 5mm CFW.

,,.,,, DEscRmoN


,PIPE SUPPORTS :

P S- 055

O ~ O ~ ( E M C ) \ P A I P \ P A ~ P O O ~ O ~ - D Q \ R E C E I VAERRE A \ M E C H A N I C A L

I REQUIREMENTS\25772042-DQ.dwg-GCS-27/02/11-1

I

I

J

0: 34: 00

NOTE:

+

NUMBERS REQUIRED 1


FOUNDATION DESIGNATION PS-064

TOC EL,

++

99.160



M T O --

0

2

!

GRADE* v Y

I

I

8-T12-3

FB


0.25

m3

N.A.

CONCRETE GRADE 3 5

1.20

m3

N.A.

CEMENT SAND GROUT

13.50

lit

N.A.

REINFORCEMENT STEEL

90.67

Kg

N.A.

PROTECTIVE COATING

14.70

m2

N.A.

20

PCS

N.A.

5.00

m2

N.A.

200 FOUNDATION BOLT TYPE

-

J5


USSA \50

SECTION A

-

SECTION B

-

i c . hrvu-lAz

B


THK BLINDING CONCRETE LAID ON 1000g POLYTHENE SHEET A 0

A

Lb)&$I

dA

d b u l - jrJb REV WorleyParsons Arabian Industries (JV) ST!!-2-3901-001-A3-D

-

TYPE 9011

1. 2. 3. 4. 5.


-


ALL DIMENSIONS ARE IN MILLIMETRES AND ELEVATIONS IN METRES. CONCRETE TO BS 8110, GRADE 3 5 FOR REINFORCED CONCRETE, GRADE 1 0 FOR BLINDING CONCRETE USING OPC. 5 0 m m COVER TO REINFORCEMENT, REINFORCEMENT TO BS 4449. ALL EDGES SHALL H A M A CHAMFER OF APPROX. 25mm. ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED N T H TWO COATS OF "FOSROC DEKGUARD S" WITH A DFT OF 3 5 0 MICRONS OR ANY OTHER APPROVED EQUIVALENT. 6. FOUNDATION BOLTS REFER DRG. NO. SKI-2-3950-001-A3 7. FOR BAR BENDING SCHEDULE REFER DRG. NO. NlM-2-5772-044-DC-4

SAP No.

UNITS

QUANTITY

DESCRIPTION

GCS GCS

27.02.11 26.02.11

DRAWN

DATE

BY

..& KBR TEAML

IN.09.011 IN.09.011



DESCRlPllON

SIGNATURE


CHECKED


IN CASE OF DEVIATIONS A MARKED U P PRINT SHALL BE SENT TO THE PROJECT ENGINEEF ] SCALE : 1: 20 CAD DRAWINC

SUB AREA

:

PRODUCTION STATION

NO.

05

# ' i(

64

Petroleum Deselo~mentOman DRWG.TYPE

:


DETAILS

DRWG

AREA CODE

ENG SECT

SERIAL NUMBER

SHEET

PROJ DWG RE\ CODE SIZE

NOTES/REFERENCE DRAWINGS P A R S O N S F i l e name: W: \ ~ - C I V I L \ C - ~ ~ ~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O ~ ~ O ~ _ D Q \ R E C E AI VR EE AR\ M E C H A N I C A L


34: 01

m-

(*L)&,dl Worleyparsons

LjisUl.

>+,L

di9


- A r a b t a n Inddstnes (JV)

JOB NO.: PART ID.:



REF. DWG NO.: NIM-2-5772-043-DQ-3

Designation PS-064,065,071, 072 & 073

Length of No. of Bar Type Nos. Total Shape Bars in & each Bar Reqd code Mark Nos. each Size t

1 2 3 4

T8 --

TI0 T12 T8

5 5 5 5

12 12 8 3 .---

-

60 60 40 15

925 925 725 1375

-.

21 21 11 51

NIM-2-5772-044-DQ-4

A GCS

cy

PNG 27.02.1 1

A'

B^

C

125 125

700 700 530 300

125 125

-200 300

.---

D*

Ern*

-

-

---

This schedule complies with BS 8666 : 2005 All dimensions are in mm Refer to Bar shape Code drawing * Specified in mult~plesof 5 mm t Specified in multiples of 25 mm Sheet No 1 of 1

I SUPPORT 1 140x120~8Thk. PLATE

-

1

REFERENCE DRAWING

I NUMBER 1

ELEVATIONS A *B

I

/

j

/

DIMENSIONS C ++ g

I

1

/

.p ..l -p ~ Nos. GUIDE REQD.

I

I 4 CO-ORDINATES

I

X

Y

TOS EL. 'A'

ELEVATION A

-

A

NOTE:

*


M T O DESCRIPTION

4-23@ HOLES

7

1 I

*TOC EL. 'B'

(ALONG CROSS ARM) I

QUANTITY

3" SCHEDULE 40 PIPE

1

3.95

RSC 140

(

0.70

UNITS

1 1

15 THK PLATE

0.1 5

rn rn rn2

8 THK PLATE

0.10

m2

SAP No.

1 1

1000051540 1000080366 1000080265 1000062607

I


I"

SECTION B

ELEVATION

-


B A 0

1 1

,

27.02.11 26.02.11

1

GCS GCS

1

APPROVED FOR CONSTRUCTION KBR ~ S BISSUED FOR COMMENTS

1

1

1

IN.09.011 IN.09.011

1

OSE/28N 0sE/28N

1

DESCRlPllON

3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR 4. PlPE SECTION TO API 5L GR B.

NOTES

REFERENCE DRAWINGS

I P A R S O N S File name: W: \ 2 _ C l V l L \ ~ - 3 1

DRWG.lYPE

:

oEscRlPTloN

:PS-064,072 & 073

I ~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O ~ ~ ~ ~ ~ D Q \ R EACR E AI \VMEE R CHANICAL

I

I

I

I ~~~~1~~~~~~~\25772045_DQ.dwg-GCS-27/02/11-1 34: 02

6mm. DIA HOLE

NO HOLE IN PIPE

TYPE

-

A 6mm. DIA VENT

6mm. DIA HOLE

TYPE

-

TYPE

C

-

REINFORCING PAD WELD DETAIL

D

TRUNNIONS FOR STRAIGHT CS PIPING PIPE SIZE NOM

-mb

2. 3. 4. 5. 6.

OD

TRUNNION SIZE PAD WIDTH NOM

OD

2" 60.3 1-1/2" 48.3 2" 60.3 3" 88.9 4" 114.3 3" 88.9 6" 168.3 4" 114.3 8" 219.1 6" 168.3 10" 273.0 8" 219.1

CLOSER

'L'

's'

PLATE 'T'

(MAX)

25

6

500

ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR PlPE SECTION TO API 5L GR B. ALL CONNECTONS TO BE MADE USING 5mm CFW. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2 NOTES

PIPE SIZE

NOM

TRUNNION SIZE PAD WIDTH

OD

NOM

12" 323.9

OD

S

CLOSER

'L'

PLATE 'T'

(MAX)

10" 273.0


/s/

SERIAL

/sH./

P

/ S

DRWG.P~PE

:PIPE SUPPORTS-TRUNNION

DEscRlPTloN

:

DESCRlPTlON DRAWlNG NUMBER

REFERENCE DRAWINGS

P S- 067

IVER PARSONS File name: W: \ 2 _ C l V l L \ ~ - 3 1 ~ ~ ~ ~ ( E M c ) \ P A I P \ P A I P o ~ ~ O ~ _ D Q \ R E C E AREA\MECHANICAL

DRWG

NO

AREA CODE

ENG SECT

SERIAL NUMBER

SHEET


NIM 2 5772 047DQ 3 A

~ ~ ~ l J l ~ E M E ~ ~ ~ \ 2 5 7 7 2 0 4 7 _ D Q . d w g - G C ~ - 2 7 / 0 2 / 1314-:1004:

140 - -

1 4 0 x 1 2 0 ~ 8Thk. PLATE

I

I

SUPPORT NUMBER

1 1 () diPd;. 1-1

REFERENCE ::RAwl\C

ELEVATIONS

DIMENSIONS

Cid:1E

TOS EL. 'A' L

ELEVATION A

-

A

I NOTE:

*

I

I

I

I

I

I

DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRlCATlON/CONSTRUCTION/INSTALLATION.

I

M T O QUANTITY

UNITS

SAP No.


4.40

m

10000515 4 0

RSC 140

4.00

m

1000080366

--

15 THK PLATE

0.50

rn

1000080265

LONG CROSS ARM)

8 THK PLATE

0.35

m2

1000062607

DESCRIPTION

LC.

T A L

SECTION B

ELEVATION

-


B I

I

Lh)~

Y&bull. I j p ~dll i

I

A 0

27.02.11 26.02.11

GCS GCS

REV

DATE

BY

%& KBR TEAML


I

I

I

I

)cl' APPROVED FOR CONSTRUCTlON GSB ISSUED FOR COMMENTS

I

I

IN.09.011 IN.09.011


J.ENG. DESCRlPllON

CHECKED

WBS NO.

P

SIGNATURE

D 0 APPROVAL

PRI).IFCT DRAWING RFVlSlON

3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR 4. PlPE SECTION TO API 5L GR B.


I

P A R S O N S F i l e name: W: \ 2 _ C l ~ l L \ C - 3 1

PIPE SUPPORTS

DRWG.~E

:

DEscRlpTloN

:PS-076

TO PS-085

I

O~~~(EMC)\PAIP\PAIPOO~O~-DQ\RECEIVE A RRE A \ M E C H A N I C A L

I

I

I

~ ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ \ 2 5 7 7 2 0 4 8 _ ~ ~ . d w q - G C S - 34: 2 7 05 /02/11-

REINFORCEMENT PLAN

PLAN (11

NOS.

REQ'D)

SECTION

SECTION A

-

B

-

B

A

RADE 1 0 FOR BLINDING CONCRETE USING OPC. 4. ALL EDGES S H A U HAVE A CHAMFER OF APPROX. 2 5 m m . 5 . ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED NTH TWO COATS OF "FOSROC DEKGUARD S" NTH A DFT OF 3 5 0 MICRONS OR ANY OTHER APPROVED EQUIVALENT. 6. FOUNDATION BOLTS REFER DRG. NO. STD-2-3950-001-A3

I

I


DRWG.WE

:

D,scR,pno,

:PS-076 TO 085 & 087

DETAILS

I

I

I

PARSONS File name: W: \ ~ - C I V I L \ C - ~ ~ ~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O O ~ ~ ~ _ D Q \ R E C EAREA\MECHANICAL IVER ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ \ 2 5 7 7 2 0 4 9 _ ~ ~ . d w g - G C S -34: 2 706 /02/

-

u 1 S U l - SgrJL

('k""' WorleyParsons

&>>


- Arablan lndvstrles (JV)

JOB NO.: PART ID.:



REF. DWG NO.: NIM-2-5772-049-DQ-3

Total Weight (Kgs)

Designation

-

NIM-2-5772-050-DQ-4

A GCS PNG 27-02.] 1

QY

199 490

No. of Length of Bar Type Nos. Total Shape & Bars ln each Bar Reqd code Mark Nos. size each t

PS-076TO 085

This schedule complies with BS 8666 - 2005 All dirnens~onsare In mrn Refer to Bar shape Code drawing * Spec~fiedIn multiples o f 5 mrn t Spec~fiedIn multiples of25 rnm

I

T8

11

12

132

925

21

A'

B

C*

125

700

125

D*

E/R'

I I

M T O DESCRlPTlON

I

QUANTITY

I

UNITS

I

SAP No.

3" SCHEDULE 40 PIPE

0.25

rn

1000051540

RSC 140

0.70

rn

1000080366

15 THK PLATE

0.05

m2

1000080265

8 M K PLATE

0.1 0

m

1000062607

NOTE:

*

4-230 HOLES


140x170x8 Thk. PLATE (NOT VALID FOR GUIDE SUPPORT)

\ L; io=_


SECTION B-B ELEVATION


3. ALL STEEL WORK TO BS EN 10025 GRADE 5275 JR 4. PlPE SECTION TO API 5L GR B.

REFERENCE DRAWINGS

DRWG.TYPE

:

DEscRlPmoN

:

P S- 087

I I I I PARSONS File n a m e : W : \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ ~ D Q \ R E C E I V E R AREA\MECHANICAL REQUIREMENTS\25772051-DQ.dwg-GCS-27/02/11-10:

34:07

/ SUPPORT I

REFERENCE

1 NUMBER I

ELEVATIONS

DRAWING

D

I

\50 THK. BLINDING CONCRETE LAID ON 1000g POLYTHENE SHEET

(TYP)

131. 0

I

0

/

o -> -tf'

UB-2 I

UNITS

SAP No.

RSA 8 0 x 8 0 ~ 8

1.40

m

1000062630

A 1 9 3 MESH FABRIC

0.64

m2

1000062697

BLINDING CONCRETE

0.02

m3

N.A.

CONCRETE GRADE 3 5

0.1 0

m3

N.A.

PROTECTIVE COATING

1.54

N.A.


0.50

m m2 (c'

\

LO LO

-

0 '1

--

-

L

I

J, 'X' - CO-ORD.

I 1

\

40

3. ALL STEEL WORK TO BS EN 1 0 0 2 5 GRADE S 2 7 5 JR 4. PIPE SECTION TO API 5 L GR B. 5. ALL CONNECTIONS TO BE MADE USING 5mm CFW.

N.A. M7 Ae


11

Y

BOLT

I Nos. I 4 CO-ORDINATES 1 I R E Q D . / ~ ~CO-ORD.I~Y~ * co-oRO./

QUANTITY

DESCRIPTION

d

I

'u'

M T O

ELEVATION

+ li

E

1 DIMENSIONS I I *F / G I

I

N O T E . 4 DENOTES, SINCE GRADE ELE-VATIONJARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLATION.

\

'FOSROC NITOCOTE PE 135' IN 2 COATS WITH GLASS MAT OR MASTER SEAL 5 5 0 OF DEGUSSA OR EQUIVALENT

I

A 0

27.02.11 26.02.11

sue

AREA

DRWG.TYPE

GCS GCS

:

% fl KBR


IN.09.011 IN.09.011

OSE/28N OSE/28N

PRODUCTION STATION

:

P A R S O N S F i l e n a m e : W: \ ~ ~ C I V I L \ C - ~ ~ ~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O ~ ~ ~ ~ ~ D Q \ AREA\MECHANICAL RECEIVER

~ ~ ~ ~ l ~ ~ ~ E ~ ~ ~ \ 2 5 7 7 2 0 5 2 - D Q . d w g - G C S - 2 7 / 0 2 /34: 1 1 08 -10:

FLAT 100x10

'A' NOS.FLAT 25x6 - 150

SLEEPER DESIGNATION SL-002 SL-003 SL-004 SL-005 SL-006 SL-007 SL-008 SL-009 SL-010

NOTE: .

,

-)C

REFERENCE DRAWING NIM-2-5166-001 -DQ-1 NIM-2-5166-001-DQ-1 NIM-2-5166-001 -DQ-1 NIM-2-5167-001-DQ-1 NIM-2-5167-001 -DQ-1 NIM-2-5167-001-DQ-1 NIM-2-5167-001-DQ-1 NIM-2-5166-001-DQ-1 NIM-2-5166-001-DQ-I

REQD. 1 1 1 1 1 1 1 1 1

L 500 500 500 500 500 500 500 500 500

*

H

TOS EL.

A

650 650 650 700 700 650 650 500 500

98.655 98.655 98.655 98.655 98.655 98.655 98.655 98.050 98.050

2 2 2 2 2 2 2 2 2

B 2x4-T10-1-150 2x4-TI 0-1-1 50 2x4-T10-1-150 2x4-T10-4-150 2x4-T10-4-150 2x4-T10-1-150 2x4-T10-1-150 2x4-T10-7-150 2x4-TI 0-7-1 50

REINFORCEMENT C 4-T10-2-150 4-TI 0-2-1 50 4-TI 0-2-150 4-T10-5-150 4-T10-5-150 4-TI 0-2-1 50 4-T10-2-150 4-TI 0-8-1 50 4-TI 0-8-1 50

D 2x5-T10-3-150 2x5-TI 0-3-1 50 2x5-T10-3-150 2x5-T10-6-150 2x5-T10-6-150 2x5-T10-3-150 2x5-T10-3-150 2x4-T10-9-150 2x4-TI 0-9-150

DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUC~ON/INSTALLATION.

ELEVATION M T O -

DESCRIPTION BLINDING CONCRETE

0.25 -

SAP No.

UNITS

QUANTITY

N.A.

rn3

I

CONCRETE GRADE 35

1

1.52

1

m3

I

N.A.

I

I

REINFORCEMENT STEEL

1

110.33

1

Kq

I

N.A.

I

I

FLAT 100x10 FLAT 25x6

2.70

m

1000062571

PROTECTIVE COATING

18.75

rn

N.A.

1OOOg POLYMENE SHEET

5.04

rn2

N.A.

k

*

~

+

APPROVED FOR CONSTRUCTION 50 MK BLINDING CONCRETE LAID ON 1000g POLYTHENE SHEET

SECTION A

-

A DESCRIPTION

3. 5 O m m COVER TO REINFORCEMENT, REINFORCEMENT TO B S 4449. 4. ALL EDGES SHALL HAVE A CHAMFER OF APPROX. 2 5 m m . 5. ALL EXPOSED CONCRETE SURFACES SHALL BE lREATED W l M TWO COATS OF "FOSROC DEKGUARD S" WlTH A OFT OF 3 5 0 MICRONS OR ANY O M E R APPROVED EQUIVALENT. 6. FOUNDATION BOLTS REFER DRG. NO. STD-2-3950-001-A3 7. FOR BAR BENDING SCHEDULE REFER DRG. No. NIM-2-5772-054-DIt4


DRWG.TYPE

:


DESCRIPTION

:

SL-002

DETAILSS

TO SL-010

PARSONS File n a m e : W: \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A I P \ P A I P O ~ ~ ~ ~ - D Q \ R E C E I V E AREA\MECHANICAL R


34: 09

(h'-=-L) a\

-

YSIJL

di9

W o r l e y P a r s o n s - Arabian lndustnes (JV)

JOB NO.: PART ID.:



REF. DWG NO.: NIM-2-5772-053-DQ-3

Total Weight (Kgs)


N1M-2-5772-054-DQ-4

A GCS PNG 27.02.1 1

110330

This schedule complles with BS 8666 : 2005 All d~menslonsare in mm Refer to Bar shape Code drawing * Specified In multlples of 5 mm t Specified In multlples of 25 mm Sheet No I of 1


NOMINALPIPESIZE INCHES MM

PIPE 0D

A

B

DIMENSIONS C D

Nos.

E

T

REQD.

UB-0.5

'4 "

15

21.3

8

32

40

45

30

10

-

UB-0.75

,/4

20

26.7

8

37

45

55

35

10

1

"

ELEVATION

I 1

MATERIAL GUIDE NUTS

BAR SIZE

SAP No.

SIZE

SAP No.

8

1000080335

M8

1000063795


I

I

N.A.

M20

1000063799

N.A.

M24

1000120055 A 0

GCS GCS

27.02.11 26.02.11

'$!a, KBR

IN.09.011 IN.09.011


OSE/28N OSE/28N

2. EACH BOLT TO BE SUPPLIED WlTH 2 NUTS & 3. MATERIAL-BOLTS TO BS EN 10025 GR S275 JR NUTS TO IS0 898/11 GR 8 4.U-BOLT CORROSION PROTECTION SHALL COMPLY WlTH SP-1246-2

AREA

L

E R A

t

i

.

P

s

DRWG.TYPE

:PIPE SUPPORTS

,Es,R,p,oN

:

DRAWlNG NUMBER

NOTES I

i s

DESCRlPllON



'U' BOLT (PIPE NOT GRIPPED) DETAILS

I

O ~ O ~ ( E M C ) \ P A I P \ P A I P ~ ~ ~ ~ ~ - D Q \ R E C E I V E RAREA\MECHANlCAL

I

I


I

I

I

34: 1 0

PLANT NORTH

A

-Bd!l-

98.925 (H.P)

-

-

5000

200

\

-

1500 =

50THK.GALVANIZED GRATING

\

50THK.GALVANIZED

-

W

T=

\

--

200 98.925 /(H.P)

I

A-48306 -

PIG RECT~ET S 10.000 (HOLD)

MAIN BARS

DETAIL OF GRATING 98.925 (H.P)

/

PLAN

2

\ 98.925 (H-P)

(c.

GRD EL 98.800

x?s%xsT

7A-

'FOSROC NITOCOTE PE 135'


/

mw,.,


: C I V I L DETAILS

O ~ O ~ ( E M C ) \ P A I P \ P A I P O ~ ~ O ~ ~ D Q \ R E C E I AREA\25773001 VER -DQ.dwg-GCS-27/02/11-10:

31: 2 8

2W

SECTION

10

lb

lc

Id

lc

11

lg

lh

C-C

1

PANEL DETAIL-C3

N

.

PANEL DETAIL-C4

REINF'T BOT. PLAN

SECTION

E - E

VIEW E - E

SECTION

G - G

VIEW H - H


JOB NO.: PART ID.:


PAIP00405 PRODUCTlON STATION DRAlN PIT

REF. DWG NO.: NIM-2-5774-001-DQ-3

Total Weight (Kgs)

Designation DRAIN PIT

NIM-2-5774-002-DQ-4

A GCS PNG 27.02. I

220 610

Length of No. of Bar Type Nos. Total Shape & Bars in each Bar Reqd code Mark Nos. each Size t

1 la lb Ic Id le If

T12 TI2 TI2 TI2 T12 TI2

TE

TI2 TI2 T12 TI2 3a - T12 3b TI2 -TI2 4 Ig Ih -2 3

1 1 1 -1 1 1 1 1 1 1 1 1 1 1

.-

4 1 1 1 1 1 1 1 1 13 8 1 1 8

4 1 I 1 1 1 I 1 1 13 8 1 1 8

6400 5200 5350 5500 5675 5825 5975 6125 6275 58505500 5500 6800 5500

A'

21 21 -.- 21 21 21 21 21 21 21 99f 21 41 41 21 -

--

C"

B*

1990 2450 1390 .-2450 1470 2450 -1545 2450 1625 2450 1700 -2450 2450 1775 1850- 2450 1925- 2450 1330 1955 1540 2450 300 1270 300 1920 1540 -2450

1990 1390 1470 1545 1625 1700 1775 1850 1925 630 1540 2450 2450 1540

D'

EIR'

635

1960

1270 1920

300 300

--

-

-

-

----

-.

-

--

-

-

.-

-

-.

-

.-

-

---

--

--

-

-- -

-

- -

.

--

------

-- -

--

-

-- ----

---

.

.

---.

-

-

- -

--

-

-- -

.

-

-

--

--

--

This schedule c o m p l ~ e swith BS 8666 - 2005 All dimensions are In m m Refer to Bar shape Code drawing * Specified in mult~plesof 5 mm t Specified In multiples of 25 m m Sheer N o I of I

I

NOTE

AFrm INSTAUATION OF PIPE OPENING GAP WAU FlllED MlH CEMENT MORT03 1

24W

OPENING

8W

I

600

I

600

1200'

IF---UFllNG HANDLE

I CHEWER PLATE

SEE DETAIL-2)

PANEL DETAIL-C1

PANEL DETAIL-C2

(1 No. REQD)

(1 No. REQD) 6 Thk. CHEWER PLATE

-26 No. R8 ANCHORS o 300 C/C

m

/

T"'

(m

1060

720x320 WEN1 G IN

CHEO'D PLATE '

PLAN AT 98.950

PLAN AT 97.132

PANEL DETAIL-C4 (1 No. REQD)

PANEL DETAIL-C3

PANEL DETAIL-C6 (2

NO.

REQD)

SECTION B - B

25x6 lhk FLAT

SECTION C - C

6 lhk. CHEWER PLATE

VElW C-C

-

:FLANGE PIT

DESCRlPTlDN

M.T.O. I WANTlM I UNITS I

SAP No.

I

QUANTITY UNITS

DESCRIPTION BLINDING CONCRETE GRADE 2 5 PROTECTION COATING 1 12 THK. FLEXCELL A-252 REINFT. MESH 1 1 0 0 0 ~POLYTHENE SHEET

1 CONCRETE

1

1

1 I 1

I

I

m3

0.06 0.08 1.60 0.15 0.60 1.22

1 I 1

m31 m2 I m 1

I

dI

(

dl

2 COATS WITH GLASS MAT

CONCRETE LAID ON 1000q POLYTHENE SHEET

SECTION

A-A

A-252 REINF. MESH

5 0 THK. BLINDING CONC.

/

I

I

I

I

PLAN

\'FOSROC NITOCOTE PE135' 2 COATS WlTH GLASS MAT ITYP)

SECTION B-B


L

( LL~ &$I)s ~ W - ~\J U J ~ REV Worleyparsons - Arabian Industries (JV)

I

CONTRACT NO.: C3110606

1

PRoJ. No : PAlP00405

NIM-2-5604-001-DO-1 1. GEN. NOTES, LEGEND AND ABBREVIATIONS (CONC.) REF. DRG. NO: NIM-2-5771-001-DQ-3

-

-

-

REV

DATE

APPROVED BY

-

DATE

BY

B.I.NO.

I

I

,

I

I

1

$ /

'

I

1 APPROVED FOR CONSTRUCTION 1 ISSUED FOR COMMENTS

I

I

I

IN.09.011( O S E / ~ ~ # IN.09.011 I OSE/28N I

J.ENG. WBS N o

DESCRlPnON

-

PROJ. ENG.

SIGNATURE

P D 0 APPROVAL

CHECKED

P R O J E C T D R A W I N G REVISION

IN CASE OF DEVIATIONS A MARKED U P PRINT SHALL B E SENT TO THE PROJECT ENGINEER I SCALE : 1: 20 CAD DRAWING

:


NO.

16

'


DESCRIPTION

GCS JRP

TEAML

SUB AREA

2.FOUNDATION LOCATION PLAN REF. DRG. No;

I

I

1 27.02.1 1 1 I 1 28.12.10 1 A 0

-

PR0J.ENG.

SPEC.ENG.

PDO APPROVAL

DRWG.TYPE

:

CI VI L D E T A 1 L

DRWG

AREA CODE

ENG SECT,

SERIAL NUMBER

SHEET

-


I

M A S T E R D R A W I N G REVISION DESCRIP~ON : H A R D ST AN D NO NIM 2 5774004 DQ 3 A IN CASE OF DEVIATIONS MARKED U P PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE P A R S O N S F i l e name: W: \ 2 - C l ~ l ~ \ C - 3 1 O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ R E C E I V E R~REA\25774004-DQ.dwg-GCS-27/02/11-10: 3 1 : 33 NOTES/REFERENCE DRAWINGS

,I

M.T.O.

I

DESCRIPTION

I WANTlM I UNITS I

CHEWER PLATE FLAT 40x6 W E D TO UNDERSIDE Of PLATE (TYP)

6'

UNE

..

eDF EL 97.216

.

!el

PANEL DETAIL-C1

6' UNE * O f E l 97.216

PANEL DETAIL-C2

SAP No.

0.22

n?

N.A.

CONCRETE GRADE 25

1.20

n?

N.A.

200 THK. HOUOW BLOCK WORK

2.32

2

BUNDING CONCRFIE

FLAT 25x6

1

R A T 40x6

1

6.50

1

250

1

N.A.

m

I

m

I

1000062571 1WM)B0324 lwoo626OB

10 l H K PLATE

0.05

d

CHECKERED PLATE

240

d

N.A.

RSA 50~50x6

0.35

m

1000062629

RSA 60~60x6

1

RSA 65x50~5

I

6.50

1

4.00

I

m m

I

I

1000080320 1 ~ 0 1 3 ~ ~ 1

RSA BOxaOxB

240

m

1000062630

RB RDNF BAR R20 REINF BAR

5.00

m m

1000133574

3.10

I

1W0076442

TE REINF BAR

1

27.60

1

m

1

n o RUNF BAR

I

BJ.W

I

m

I

1000133551 1000141508

A 252 MESH FABRIC MI2 HSB W l H NUT & WASHER 60 Lg 4.32

POLYlHoJE SHEEl lOWg I

PROTEC'IIM COATlNG R10 REINF BAR 2' PlPE SCHEOULE 40

I 1

19.30

40.W 230

I 1

m m

1 I

N.A. 1000133577 1WM)51537

750x200 DEEP OPENING AT & EL 97.216 (NOTE)

(*

SECTION A-A

PLAN AT 98.950 PANEL DETAIL-C3

PANEL DETAIL-C4

PANEL DETAIL-C5

PANEL DETAIL-C6

TYP. LlFlTlNG HANDLE DETAIL

SECTION C - C

I

M.T.O. DESCRIPTION

QUANTITY

UNITS

SAP No.

0.02

3

N.A.

3

BLINDING CONCRETE

rn

CONCRETE GRADE 2 5

0.03

rn

N.A.

1 0 0 THK. SOLID BLOCK WORK

0.03

rnJ

N.A.

0.1 2

2

A 1 9 3 MESH FABRIC

0.96

PROTECTIVE COATING 2 5 THK. GRATING POLYTHENE SHEET 1 0 0 0 g

I

mL

I I

m2

N.A.

0.42

2

N.A.

m

I

- 3 ~ DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS


REFERENCE DRGS: -

=I =


PLAN

2. FOUNDATION LOCATION PLAN 3. TYPICAL GRATING AND TREAD DETAILS

25THK. GRATING /(NP) OUTSIDE SURFACE PAINTED IN 2 COATS WlTH GLASS MATERIAL. GRD EL 99.010

I CONCRETE

I I

1

1

[ \ 100

I

\

100

THK CONCRETE BASE SLAB

5 0 THK BLINDING CONCRETE LAID/ ON 1OOOg POLYTHENE SHEET

SECTION A

-

A

, , , , R ,

,CIVIL D E T A I L S

DESCRlPllON

DEscRlPTloN

N.A.

0.09

I

I

NOTE:

I

0

I

I

1000062697

m

: C O L L E C T I O N PIT

GRADE 25 1

NiM-2-5771-001-DQ-3 - NIM-2-5166-001-DQ-1 - NIM-2-5771-004-DQ-3

-

M.T.O.

I

1380

I

250

d

WANSlM

I UNITS I

SAP NO.

17.5 DIA HOLE FOR

1

I M ~ ~ H H S B - ~ O L ~

W STAIR I

I

I

I

--J

PLAN

FOUNDATION PLAN

SECTION C - C (2 Nw. REM)) (SCALE 1:10)

I I

I- .- . - . - .- . - -I - - --+ I I FLAT BOX6

t

~ 1 2 51

I

750

TOG EL 100.200

'I'

'I'

2-17.5+ HOLES FOR MI6 BOLTS

/

\RSC180

RSC180/

(W

SECTION D - D (SCALE 1:lO)

SECTION

A-A

SECTION B-B

I


M T O QUANTITY

UNITS

SAP No.


0.15

N.A.

CONCRETE GRADE 35

0.90

m3 m3

CEMENT SAND GROUT

10.60

lit

N.A.

REINFORCEMENT STEEL

73.61

Kg

N.A.

PROTECIVE COATlNG

9.20

m2

N.A.

8

PCS

N.A.

2.90

m2

N.A.

DESCRIPTION


N.A.

P~


NOTE:

*

DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLA~ON.

REFERENCE DRGS: -

REINFORCE-ME-NT PLAN

PLAN

i 0 r Y

1. 2. 3. 4. 5.

(2 NOS.REQ'D) 2

a

t-

GEN.NOTES, LEGEND & ABBREVIATIONS (CONC.) - - NIM PLATFORM P1 DETAILS- - - - - - . . - . - . . . - - - - . - - NIM FOUND BOLTS . . . . . . . . . . . . . . . - . . . . . . . . . . . STD BAR BENDING SCHEDULE . . - . - . . - - - - - - . . - - - . NIM FOUNDATION LOCATION PLAN- - - - - . - - - . - - - - - - NIM

-2-5771 -001-DQ-3 -2-5775-001 -DQ-1 - 2-3950-001 -00-3 -2-5775-003-DQ-4 -2-5604-005-DQ-1

E2

0 07

rollC

NC3

2

2

2

SECTION B

2 -

\c. m v c b u 3

B

7 A z -

APPROVED FOR CONSTRUCTION SECTION A

-

A

A 0

( bh)&$\ C ~ W - \ Worleyparsons - Arabian Industries (JV)

27.02.11 26.02.11

GCS GCS

,W KBR TEAML

R N

DATE

DRAM BY

IN.09.011 IN.09.011


+/

J.ENG.

CHECKED


DESCRIPTION

SIGNATURE



Petroleum Develo~mentOman 1. ALL DIMENSIONS ARE IN MlLLlMETRES AND REV


NOTES/REFERENCE

DATE I

DRAWINGS

I

APPROVED BY

DESCRlPllON I

DRWG

WBS NO. I

1

CODE AREA

SECT ENG

NUMBER SERIAL

SHEET

CODE DWG PROJ SIZE REV.

PDO APPROVAL

D E C R P O N : PLATFORM FOUNDATION MK'D PF1 No N I M ' 2 ' 5775'002'DQ3 A MASTER DRAWING REVISION IN CASE O F DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE PARSONS File n a m e : W: \ ~ - C I V I L \ C - ~ ~ ~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O ~ ~ O ~ _ D Q \ R E C ~E ~ I V~E~R\ 2 5 7 7 5 0 0 2 - ~ ~ . d w ~ - ~ ~ ~ - 2 7 / 0 231: / 136 1-10

&_)if1

CPL)

(Worleyparsons -

i l S U l - y*lL

&_I


- Arabtan lndustnes (JV)

JOB NO.: PART ID.:


PAIP00238 PRODUCTION STATION PLATFORM-PI

REF. DWG NO.: NIM-2-5775-002-DQ-3


Designation PLATFORM-PI

-

T8

TI0

TI2

48.25

54.00

23.40

19.30

33.48

20 83

T20

TI6

T25

NIM-2-5775-003-DQ-4

A GCS

&y

PNG 27.02.1 1

T32

73 6 1 0

Length of No. of Bar Type Nos. Total Shape Bars in & each Bar Reqd code Mark Nos. A each Size 1

I 2 3 4

TI0 T12 T8 T8

2 2 2 2

24 12 5 10

48 24 10 20

1125 975 1975 1425

21 11 51 51

-

A'

B'

C*

125 200 450 450

900 780 450 175

125

E/R'

D'

-

-

-

-

-

--

-

- -

--

-.

-

---- - -. -

--

- --

--

----- - -

This schedule complies with BS 8666 : 2005 All dimens~onsare in mm Refer to Bar shape Code drawing * Specified in multiples of 5 mm t Spec~fiedin multiples of 25 mm

----

-

-

-. --

-

- -

r 1o o g .-I

M.T.O. QUANTITY

UNITS

SAP No.

BLINDING CONCRETE

0.1 3

m3

N.A.

CONCRETE GRADE 35

0.71

m3

N.A.

CEMENT SAND GROUT

4.62

~i'

N.A.

PCS

N.A.

7.84

m2

N.A.

41.04

kg

N.A.

2.60

2

N.A.

DESCRIPTION

M

.NIT)

91s 2

4

FOUNDATION BOLTS

A

k


m

11

o * z IS - Tm 11

0

REINFORCEMENT STEEL

-

1

OF STAIR & FOUND. 7.200

PROTECTIVE COATING

2 Nos. 20 DIA. TYPE-J5 /FOUNDATON BOLTS

1

II

NOTE: JC DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLA~ON.

LA

A4 I

I

\

/

\

PLAN (2

NOS.

REFEREN~CEDRGS: -

u

/

1. 2. 3. 4.

SECTION B-B

REQ'D)

GEN.NOTES, LEGEND & ABBREVIATIONS (CONC.) - - - - - NIM . . . . . . . . . . . . . . . . . . . . . . . . . . . STD FOUND BOLTS . - - . . - . - - - - - - - - . - - . NIM BAR BENDING SCHEDULE - - . - - . - - - - - - - . - - NIM FOUNDATION LOCATION PLAN

-2-5771 -001 -DQ-3 -2-3950-001 -00-3 -2-5775-005-DQ-4 -2-5604-005-DQ-1

GRD EL 98.800

r 0

m CD

1

4

rB\i

5x2-T12-2

50 THK BLINDING CONCRETE LAID ON lOOOg POLYTHENE SHEET -

-

L

BT13x3-T8-3-175 ( 3 LINKS PER SET) -----7

6-T10-1-150

I


I

SECTION A-A

--

b

LL)

&bm\ - jpJk

dU


A 0

27.02.11 26.02.11

REV

DATE

GCS GCS DRAW

BY

-APPROVED / FOR CONSTRUCTION QY $? KBR GSB ISSUED FOR COMMENTS TEAML

IN.09.011 IN.09.011

J.ENG.


DESCRIPTION

CHECKED

SIGNANRE



I

sue

AREA

DRWG.TYPE

:

PRODUCTION STATION

:

P A R S O N S File name: W: \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ R E C E ~ V EAREA\25775004-DQ.dwg-GCS-27/02/1 R

1 - 1 0 : 31: 38

pGJgL)

i b U 1 - SFiCI dJ9 lndustnes (JV)

e o L ) X+&l


orteyparsons - Arabian

JOB NO.: PART ID.:

PAIP00238 PRODUCTION STATION STAIR FOUNDATION


REF. DWG NO.: NIM-2-5775-004-DQ-3

Designation

Length of No. of Bar Type Nos. Total Shape & Bars in each Bar Reqd code Mark Nos. each Size t

1 2 3

STA~R FOUNDATION

TI0 TI2 T8

2 2 2

6 10 9

12 20 18

1275 1125 1600

--

21 21 51--

-

NIM-2-5775-005-DQ-4

A GCS PNG % ? 27.02.1

A*

B"

C*

150 150 520

1000 450 200

150 550

-

-

--

E/R'

D"

--

-

-

--

~

-- -

---

--

-

-

- -

-. ----

---

----

--

-

. -

-

--

-.-

-

---

--- -

--

.-

--

-

--

-

-

-

--

-

-

--

--

---

-

~

.

. .

~

- ---- --

-

This schedule compl~eswith BS 8666 : 2005 All dimensions are in mm Refer to Bar shape Code drawing * Specified In multiples of 5 mm iSpec~fiedin multiples of 25 mm

-

-

--- - -.-

- -

--

--

--

-

-

-.

7

~

-

SECTION D - D

(FOR LOCAllON R E . PIPING G.A. DRG. NO. NIM-3-5M15-001-DC-1)

m t DENOTES, SINCE GRADE W A T l O N VARIES, CONTRACTOR TO MRlFY ELEVAllONS AND DIMEN40NS AT SITE. PRIOR TO FABRICAllON/

CONSTRUCllON/INSTAUATlON.

M T O DESCRIPTION

2-200 TYPE J5 /FOUNDATION BOLTS

I

QUANTITY

UNITS

SAP No.


0.20

m3

N.A.

CONCRETE GRADE 35

0.90

m3

N.A.

CEMENT SAND GROUT

12.88

lit

N.A.

REINFORCEMENT STEEL

72.54

Kg

N.A.

PROTECTIVE COATING

11.68

m2

N.A.

8

PCS

N.A.


N.A. 4.00 rn2 1000g POLYIHENE SHEET NOTE: DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLATION.

*

o -c-

L

I

I

REFERENCE DRGS: -

REINFORCEMENT P L A N


- NIM-2-5771-001-DQ-3

2. FOUNDATION BOLTS

-

3. PLATFORM DETAILS

- NIM-2-5775-006-DQ-1

4. PLATFORM DETAILS 5. LOCATION PLAN 6. B B S

-

STD-2-3950-001-00-3

NIM-2-5775-009-DQ-1 NIM-2-5166-001-DQ-1 - NIM-2-5775-008-DQ-4 -

-3

0 LT

a 0

m

SEE NOTE-5

TOC EL 9 9 . 1 6 0 /

CONCRETE GRADE 35 3

USSA

SECTION A

-

3

3

SECTION B

-

B


A Lb)

bkul- j p ~ b

da


REV

, , , , RD

P A R S O N S F i l e n a m e : W: \ 2 - C I V I L \ C - 3 1

27.02.11 26.02.11 DATE

GCS GCS DRAWN BY

'P$KBR TEAML

APPROVED FOR CONSTRUCTION GSB ISSUED FOR COMMENTS J ENG.

DESCRlPllON

CHECKED

IN.09.011 IN.09.011 WBS No.


SIGNATURE

P D 0 APPROVAL


:CIVIL DETAILS

O~~~(EMC)\PAIP\PAIPO~~O~_DQ\RECEIVER AREA\MECHANICAL


34: 1 7

m-

(bh) & d l

WorleyParsons

L k U I

-> , L

Arablan Industries

JOB NO.: PART ID.:

+Jd3


(JV)

PAlP00238 NlMR SLUDGE PIT SYSTEMS PLATFORM-P3 & P4


REF. DWG NO.: N1M-2-5775-007-DQ-3


1 2 3 4

PLATFORM FDN. PF2

-

--

TI0

TI2

44 40

23.20

24.36

27.53

20.65

T16

T20

A GCS PNG 27.02.1 1

T32

T25

C\

-

Ivd4-

72 540

Length of No. o f Total Bar Type Nos. Shape Bars in & each Bar Reqd code Mark Nos. each Size 7

Designation

--

T8 60.90

NIM-2-5775-008-DQ-4

T8 TI0 TI2 T8 --

12 12 8 3 - -

4 4 4 4 ----

48 48 32 12

-- - -- --

-

925 925 725 1375

A^

21 21 11 51

C^

B'

125 700 700 125 200 .-530 300.- 300

- T R ~ E/R'

D"

125 125 -

-

-

- --

-

-

--

-

-

. .

--- --

-

-

-

-

--

-

-

-.

- --

----

- .---

--

-

--

-

--

-

-

-

- - - ---

--

-

--

. -.

-

-

--

-

-

-

--

-

-

--

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T h ~ schedule s complies with BS 8666 2005 All dimensions are in mm Refer lo Bar shape Code drawing * Spec~fiedin inultiples of 5 mm t Specified In multiples of 25 mm Sheet N o . 1 of 1

FOUNDATION PLAN 4-2M FWNDAION BOLTS TYPE 55

PLAN AT TOS EL 99.875 (FOR LOCAION REF. PIPING G.A. DRG. NO. NIM-S5391-W1-DO-1

JM)X39OXl5MK BASE PLATE

r.-.-.-.-.-.-.-.

tRSC 140,

(SCALE 1:5)

TOG

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SECTION A-A

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QUANTITY

UNITS

SAP No.

0.1 0

3

N.A.

3

CONCRETE GRADE 35

0.36

m

N.A.

CEMENT SAND GROUT

2.32

!L

N.A.

PCS

N.A.

3.92

2

m

N.A.

20.53

kg m2

N.A.

2

FOUNDATION BOLTS PROTECTIVE COATING

2 Nos. 20 DIA. TYPE-J5

m

REINFORCEMENT STEEL

1.30


*

NOTE:

N.A.

DENOTES, SINCE GRADE ELEVATlON VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRIcAT~ON/CONSTRUCT~ON/INSTALLAT~ON.

REFE-RENCE DRGS: PLAN

1. 2. 3. 4.

SECTION B-B

(1 No. REQ'D)

GEN.NOTES, LEGEND & ABBREVIATIONS (CONC.) . . - . . NIM FOUND BOLTS . . . . . . . . . . . . . . . . . . . . . . . . . . . STD BAR BENDING SCHEDULE . - - - - - - - - . - - - - - - - . . NIM FOUNDATION LOCATION PLAN - - - - . - - . - - - - - - . - NIM

-2-5771 -001 -2-3950-001 -2-5775-011 -2-5166-001

-DQ-3 -00-3 -DQ-4 -DQ-1

= GRD EL 99.010


50 MK LAID ON

SECTION A-A

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27.02.11 26.02.11

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J.ENG.

CHECKED

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DESCRIPTON

WBS No.

ENG.

SIGNATURE

I

P D 0 APPROVAL


DRwG.mE

:CIVIL DETAILS

PARSONS File n a m e : W: \ ~ - C I V I L \ C - ~ ~ O ~ O ~ ( E M C ) \ P A I P \ P A I P O O ~ O ~ _ D Q \ R E C E I V EAREA\MECHANICAL R


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JOB NO.: PART ID.:


PAIP00238 NIMR SLUDGE PIT SYSTEMS STAIR FOUNDATION

REF. DWG NO.: NIM-2-5775-010-DQ-3


NIM-2-5775-011-DQ-4 A GCS PNG 27.02.1 1

w /

Thls schedule complles with B S 8666 2005 All d~mensionsare In rnm Refer to Bar shape Code drawing * Speclfied in mult~pleso f 5 mm t Speclfied In multiples o f 25 m m Sheet No 1 of l

Mechanical Drawings

PAIP00405- Nimr S l u a e Pit Upgradation.

PLAN1 N O R M

UTM NORTH " JOOM

414M

I

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MASONARY WASTE

OPEN AREA

-

PLANT N O R M

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OPEN AREA

f

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PLANT NORTH

I

=

- \/ /\

\/ /\

-

-

\/ /\

-

\/ /\

-

\/ /\

\/ /\

-

\/

\/ /\

\/ /\

/\

DRAWING LIMIT S 199.000

[ I

THlS IS KEY PLAN ONLY AND NOT TO BE USE AS A PLOT PLAN

WBS

ORAWNG CONmOL -

NIM 1 NIM 1 NIM 1

PLOT PLAN O M R A U PLOT PLAN

3. AS-BUILT INFORMATION OF NEW SLUDGE PIT ADDED. 2. GRADE ELEVATION 100.000 m. IS EOUAL TO EL. HOLD ABOM M.S.L. 1. ALL CO-ORDINATES & ELEVATIONS ARE IN m. AND DIMENSIONS ARE IN mm. NOTES

INDEX

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, asomnor

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maw,

MASTER D R A W N G REv~SION

M

PAIPOMOL

~ 3 1 1 0 6 0 6 RI[U NO

-----

3 0 0 DO 4 001 DO I -001 DO 1 --yW ~4

l

No.NIM.IN.09.011

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CASE OF DEVlAllONS MARKED UP PRINT SHALL BE SENT

1

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TO COASTAL DESIGN OFRCE W:\3-Piplng\WPQ-PO0

L

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LIMIT _ S 24.000 - - - - - - - _ - - _ _ DRAWING _ _ _ - - - - - - - - -

I i

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DRAWING 45.000 ~LlMlT S-

-

-

-

-

-

AND FORMS PART OF SCOPE OF PROJ. WBS No. NIM.IN.09.011

TI

-

-

I

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-

-

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1

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PLANT NORTH

.

LIMIT S 18.000 DRAWING --- -

1

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110'-P481334-GRC SLUDGC PIT MrmCONNECnON

I

I I APPROVED FOR I I

------

I I CONSTRUCTION ] I


THIS COMPLEX DRAWING IS N W AND FORMS PART OF SCOPE OF PROJ. WBS No. NIM.IN.09.011

WaleyPanons-Arabian lndustrisr (JV)

I PLANT NORTH

THIS DRAWING IS A KEY PLAN ONLY AND IS NOT

I

WBS No. NIM.IN.08.002

rl

PLANT NORTH

I:

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MATCHLINE E 230.500 C.0.D NIM-3-6116-001

C

WP ~ ~ . 0 9 9 . 5 6 5

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DRAWING LIMIT E 230.500

DRAWING LIMIT N 011.000

J6'-P_ 48 1003-314401 (Wl 31 Bmm) SLOPE

N

r

N 006 500

-

I

1

INSTRUMENT CABLE TRENCH

.....................................................................

2 1 I I

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EL. 98.225 (NOTE-2)

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COVER SHEET

TIE-IN

SCHEDULE

NIMK SLUDGE PITS SYSTEM UPGRADE

I I APPROVED FOR I

I I CONSTRUCTION I B

APR.'11 A JAN.'^ 1 O II DEC.'10 II

4/b ,I

5

IN.09.011 OSE/28N IN.09.011 OSE/28N II iN.09.011 I OSE/28t\j II

MIS APPROVED FOR CONSTRUCTION MIS VMB;/HD'JA RE-ISSUED FOR COMMENTS MIS I\IMB/HDD NNP II ISSUED FOR COMMENTS ! I TEAML.

J.ENG.

PROJ. ENG.

I

DESCRIPTION

DATE CHECKED

SIGNATURE I

W-B-s

P D 0 APPROVAL

P R O J E C T D R A W I N G REVISION CONTRACT NO. :

C3110606

PROJ. NO. :

PAIP00405

I I

DRP'UING Nlh

CONTROL INDEX REFER -2635-300-DQ

1 I REV

I I NOTES/REFERENCE

DRAWINGS

NIMR

AREA

:

SUBAREA

:NIMR SLUDGE PIT --

I

I

I

I

IN CASE O F DEVIATIONS A MARKED U P PRINT SHALL B E S E N T TO THE P R O J E C T ENGINEER I SCALE : NTS CAD DRAWING

DATE

APPROVED BY

I

I

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PROJ.ENG. DESCRIPTION

SPEC.ENG.

DRw,Tp,

TIE-IN

SCHEDULE

DEscRIPnoN

C 0VE R

SH EE T

W.R.S. NO. . PDO APPROVAL

M A S T E R D R A W I N G REVISION

IN CASE O F DEVIATIONS MARKED U P PRINT SHALL B E S E N T TO COASTAL DESIGN OFFICE ~:\3-Piping\WPAl-PDO

EMC JOBS ( C

1

NO.

5

1

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2

3

4

5

6

7

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AREA CODE

I 1 NIM

ENG SECT

SERIAL NUMBER

SHEET


I I

3 21 43 001 DQ 3 B

REVlSlON & ISSUE DATE OF DOCUMENT DESCRIPTION

REVlSlON OF SHEET 001

002 003

COVER SHEET INDEX AND ISSUE SHEET TIE-IN DESCRIPTION SHEET

0 0 0

A A A

B B B

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DEscRlPiloN

INDEX AND ISSUE SHEET

a'

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w


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w

;r

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I1


ENG SECT

SERIAL NUMBER

SHEET


I

I

I

w:\3-Piping\WP~l-PD0

NIM 3 21 43 002 DQ 3 B

NO I

I

EMC JOBS ( C310606 ) \ P R O J E C T S \ P A I P - P R O J E C T - J O B S \ P A I P ~ ~ ~ ~ ~ ~ D Q \ ~ ~ ~ ~ ~ O12-APR-2011 O~DQ.~W~

I

5:28:53 PM

I

I

Mohd.Sheikh

TIE-IN NO.

@ @

I

DESCRIPTION

TIE-IN TYPE

PIPING P L A N

P.E.F.S.

Ll N E NO.

ISOMETRIC

DISMANTLE THE EXISTING PIPE SPOOL AND CONNECT NEW 4" - 1 5 0 # FLANGED PlPE SPOOL

F2

NlM- 1 - 5 0 3 0 - 001 -DQ

N I M - 3 - 5 0 8 5 - 0 0 1 -DQ

P48079

NIM-3-2144-016-DQ

DISMANTLE THE EXISTING PIPE SPOOL AND ADD NEW 4" - 1 5 0 # BLIND FLANGE

F3

NIM-1-5030-001 -DQ

NlM-3-5085-001

-DQ

P48079

NIM-3-2144-021-DQ

DISMANTLE THE EXISTING PlPE SPOOL AND ADD NEW 2" - 1 5 0 # BLIND FLANGE

F3

NIM-1-5030-001-DQ

NIM-3-5085-001

-DQ

D48183

NIM-3-2144-040-DQ

DISMANTLE THE EXISTING PlPE SPOOL AND CONNECT NEW 3 " - 1 5 0 # FLANGED PlPE SPOOL

F2

NIM-1-5040-002-DQ

NIM-3-5085-001

-DQ

048477

NIM-3-2144-037-DQ

DISMANTLE THE EXISTING SCREWED PlPE AND CONNECT THE NEW PIPE P O L W I T UNION JOINTS

T4

NIM-1-5054-001-DQ

NIM-3-5391-001-DQ

A48054

NIM-3-2144-032-DQ

CUT THE EXISTING PlPE AND CONNECT THE WITH SCREWED COUPLING NEW P I P 0

75

NIM-1-5054-001-DQ

NlM-3-5391-001-DQ

A48054

NIM-3-2144-032-DQ

DISMANTLE THE EXISTING BLIND FLANGE AND CONNECT NEW 4" - 3 0 0 # FLANGED PIPE SPOOL

F2

NIM-1-3637-001-DQ

NlM-3-6113-001-DQ

P481291

NIM-3-2144-017-DQ

I

REMARKS

I

W : \ 3 _ P i p i n g \ ~ P A l - P ~ 0 EMC JOBS ( C 3 1 0 6 0 6 ) \ P R O J E C T S \ P A I P - P R O J E C T - J O B S \ P A I P O O ~ O ~ - D Q \ ~ ~ ~ 4 3 0 0 3 D d w g

I

I

12-APR-2011

5:28:42 PM

I

I

Mohd.Sheikh

COVER SHEET ISOMETRIC AND MTO. NIMR SLUDGE PITS SYSTEM UPGRADE

II

w:\3-Piping\WP~l-PD0

EMC JOBS ( C 3 1 0 6 0 6 )\PROJECTS\PAIP-PROJECT-JOBS\PAIP00405~DQ\lSO\32l44OOlDQ.dwg

APPROVED FOR CQNSTRUCTIQN

12-APR-2011

3:18:31

PM

II

Shoji.Pillol

R F- V l S l -O N R OF ISSUE OF DOCUMENT - DATE -

I

SHEET k 8 n

INU

APR '11

0

NO.

0

0

C

H

G

F

E

I L

I

I

M

I

I

N

I

I

P

I

I

0

I

REVISION OF SHEETS

CONTENTS/LINE No.

0 0 0

N/A N/A N/A N/ A 0 0 0

0 A,,R,,,

-

1

REVISION 8 DATE OF ISSUE OF DOCUMENT A

b

l

C

I

D

I

E

I

F

I

G

I

H

l

l

Wv!ARKS

0 ApR..l

SHEn N n z

I

REVISION & DATE OF ISSUE OF DOCUMENT A

I

B

P481329 P481329 P481330 P481331 P481332 SPARE P48 1335 P481335 P481362 P481362 SPARE SPARE P481334 P481357 P48079/048 183 SPARE P481329 0481024 8481025 0481031 0481 032 0481036 0481 039 SPARE SPARE

0 0 0 0 0

C

I

D

I

E

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F

I

G

I

H

l

I

REMARKS

REVISION OF ISOWISE MTO SHEETS 51 1 51 2 513 514 515 51 6 517 518 519 520 52 1 522 523 524 525 526 527 528 529 530 53 1 532 533 534 535

-

0 0 0 0

0 0 0 0 0 0 0 0 0 0

r@ 1

( LL)&$I LLCUI - $JUJb JJJ ~orle~~arsons-Arabian industries *IEs


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REVISION OF ISOMETRIC SHEETS 01 1 012 013 01 4 01 5 016 017 01 8 01 9 020 02 1 022 023 024 025 026 027 028 029 030 031 032 033 034 035

I K

J

I

DESCRIPTION

00 1 COVER SHEET 002 INDEX & ISSUE SHEET 003 ISSUE SHEET 004 ISSUE SHEET 005 ISSUE SHEET 006 ISSUE SHEET 007 ISSUE SHEET 008 PE LINING DETAILS 009 GENERAL NOTES 010 IS0 SYMBOL SHEET

SHEET

A

0 0 0 0 0

-

0 0 0 0

~.

-

-

0 0 0 0 0 0 0 0 0 0 ,

AREA

:

NIMR

SUB AREA

:

NIMR SLUDGE PIT

DwG.TYPE

:

ISOMETRICS AND MTO

DEscRlPnoN

:

INDEX AND ISSUE SHEET

SCALE : NTS 0 1

3 6 0 6 ) \ P R O J E C T S \ P A I P - P R O J E C T - J O B S \ P A I P ~ ~ ~ O ~ - D Q \ I S O \ ~ ~4~4 0 0 2 -

4

3

5

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7

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4. DW~,

NO


W : \ ~ - P ~ ~ ~ ~ ~ \ W P A I - PEMC D O JOBS ( C

CAD DRAWING 2

3.dwg


AREA CODE

ENG SECT

SERIAL NUMBER

SHEET

PROJ OWG REV, CODE SIZE

N I M 3 21 4 4 002 DQ 3 0 12-APR-201

1

3 : 2 1 : 4 1 PM

Shoji.Pillol

SHEET NO.

CONTENTS/LINE No.

0 ApR.,l,

I

REVISION 8 DATE OF ISSUE OF DOCUMENT A

1

0

1

C

l

D

I

E

I

F

I

G

I

H

l

I

REMARKS

SHEET NO.

0 ApR,.l , t

/

REVISION & DATE OF ISSUE OF DOCUMENT A

/

B

1

/

c

I

D

I

E F ~I

G

I

H

II


II SUB AREA

:

1 ijkWI - 3pJ4JJ) ( LL) WorleyParsons-Arabian Industries (JV)

:

DZscRIPmoN

:

i

REMARKS

I

I

NIMR SLUDGE PIT

--

Petroleum Uevelopment Uman

ISOMkl KICb AND M Iu

I

IS S U E SHEET

1 1 NIM

--

DWG.WE

l

-----

. -

-

D~G.

AREA CODE

ENG SECT

SERIAL NUMBER

SHEET


3 2144003~013101

PlPE SPOOL INTERNAL PE LlNlNG RETAINER RlNG -

[

NOTES:

NOTE-2

1.

REFER ERD-43- 1 5 FOR SPECIFICATION OF POLYETHYLENE LINER.

2.

RETAINING RlNG SHALL BE SUPPLIED BY THE PE LINING VENDOR.

3. ANNULUS VENT ORIENTATION TO BE DECIDED AT SITE 4.

PIPE SPOOLS SHALL BE PE LINED-LOOSE SPOOL LENGTH GEOMETRY.

OR ROTO LINED DEPENDING ON THE

5. TABLE-A ALL DIMENSIONS SHALL BE CONSIDERED AS DIAGONAL LENGTH. 6.

GUIDELINE FOR ROTO-LINING OF SPOOL IS SHOWN IN THE TABLE-A BELOW.

TYPICAL ROTO LINED FLANGE JOINT DETAIL

RETAINER RlNG

- .-. -

-.. -

ts

TYPICAL PE LOOSE LINED FLANGE JOINT DETAIL OIL 8 GAS SERVICE

34"

3000rnm

3300mm

2500mm

3 6"

3000mm

3300mm

2100mm

4 0"

2800mm

3300mm

4 2"

2800mm

NOTE: PlPE SPOOL DIMENSION IS NOT APPLICABLE IF SPOOL WEIGHT IS MORE THAN 2 2 5 0 Kgs.

7. ENSURE THAT ALL ROT0 LINED PlPE SPOOL DIMENSIONS ARE VERIFIED AND APPROVED BY PE LlNlNG CONTRACTOR PRIOR TO FABRICATION. RUAINER RlNG

7

8.

1,/~''-RF/

PlPE SPOOL DIMENSIONS ARE GIVEN FROM THE FACE OF CS FLANGE (EXCLUDING LlNlNG THICKNESS)

I I

9. FOR ROTO LINING MIN. BRANCH OFF SlZE SHALL BE 2". 10. FOR PE LOOSE LlNlNG MIN. PlPE SlZE SHALL BE 4".

FLGD.

I

11. FOR ON PLOT PIPING, PE LOOSE LINER STRAIGHT PlPE SPOOL LENTGTH OF 19.0 M.(Max.) SHALL BE CONSIDERED. 12. THE PE LINED PIPE SPOOL TO BE FABRICATED WlTH THE !\!SIDE EDGES OF THE RP.!SED FACE FLANGES GROUND

! ! p??!?oVED F8!? ! !

TO RADIUS OF 6 m m . 13. FOR PE LINED PlPE SPOOLS, INTERNAL WELDING PENETRATION & BURNS SHALL BE CONTROLLED & GROUND FLUSH WlTH THE WALL WHEREVER POSSIBLE TO GRIND FROM INSIDE.

NlMR

AREA

TYPICAL PE LOOSE LINED FLANGE JOINT DETAIL WATER SERVICE

I

SUB,RE,

, N I M R SLUDGE PIT

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&$I ~ltSLinlIJjj . j;4WJk , ..

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I CONTRACT NO.:

C 3 l 10606

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8

ISOMETRICS & MTO

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NO

05

1I

2

1

3

4

5

A . ;

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P e t r o l e u m Development Oman

DWG

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AREA CODE

ENG SECT

SERIAL NUMBER

SHEET

P R O J DWG REV. CODE SIZE

I

3r1eyrarsons-~ra111an rnaustrles [ J V ~ 8

:

0

DESCRIPT~ON

1 PROJ. NO. : PAIP00405 W:\3_Piping\WP~l-~00

EMC JOBS (

:

P E Ll N ING D ETA1LS

C310606 )\PROJECTS\PAIP-PROJECT-JOBS\PAIPOO~O~-DQ\ISO\~~~

NO

440ODdwg

N I M 3 21 4 4 008 D Q 3 0 12-APR-2011

3:31:08 P M

Shoji.Pillal

GENERAL NOTES 1 . ALL DIMENSIONS ON ISOMETRICS ARE IN MILLIMETRES. ELEVATIONS AND CO-ORDINATES ARE IN METRES, UNLESS OTHERWISE NOTED.

2. ROUTING INDICATED FOR LINES 1 1/2" TO BE DECIDED AT SITE.

& BELOW IS FOR GUIDANCE ONLY. EXACT ROUTING

17. CHAMFER OF 15' AS SHOWN BELOW SHALL BE APPLIED IN CASE OF PIPE CLASS CHANGE. ALL OTHER WELD-END PREPARATIONS SHALL BE IN ACCORDANCE WITH APPLICABLE ASME AND/OR ANSI STANDARD.

l 3

3 . FIELD WELDS TO BE DECIDED AT SITE BY PlPlNG CONTRACTOR. 4. PIPES, PlPE FlTflNGS AND VALVES ON ISOMETRIC DRAWINGS ARE SHOWN IN ACCORDANCE WlTH S H E E l NO. 0 1 0

5. BUILT-IN DIMENSIONS FOR VALVES ON ISOMETRIC DRAWINGS ARE GENERALLY INCLUDING THE THICKNESS OF GASKETS.

1

6 . NO ALLOWANCE FOR WELD GAP IS GIVEN ON ISOMETRIC DRAWINGS. OVERALL DIMENSIONS OF CLOSED ASSEMBLIES OF FITTINGS, OR FITTINGS AND FLANGES ARE SHOWN ON THE BASIS OF THE NCT SUM OF THE NOMINAL DIMENSIONS OF THE PIPE COMPONENTS.

1 8 . PIPE SUPPORTS AND DIMENSIONS MARKED WITH CLOUD ARE UNDER HOLD AWAITING VENDOR INFORMATION.

7. THE BENDING RADIUS OF PULLED BENDS SHALL NOT BE LESS THAN 5

19. FOR STANDARD SYMBOLS REFER SHEET N O . 0 1 0

x D (D=NOMINAL PlPE SIZE).

8. UNLESS NOTED ON ISOMETRIC, ORIENTATION OF SPECTACLE BLINDS SHALL BE AS FOLLOWS: (a) SPECTACLE BLINDS IN HORIZONTAL LINES : U P (b) SPECTACLE BLINDS IN VERTICAL LINES : AS SHOWN IN PIPING GENERAL ARRANGEMENT DWG. 9. IN GENERAL THE MATERIAL FOR WELDED FLOOR STANDS AND WELDED DUMMY SUPPORTS IS INCLUDED IN THE 'LIST OF MATERIAL' OF THE PIPELINE CONCERNED.

1 0 . LOCATION OF PlPE SUPPORTS ARE SHOWN WlTH PlPE SUPPORT NOS. ON PlPlNG ARRANGEMENT DRAWINGS. AND FOR PlPE ATlACHMENTS SUCH AS SHOES, TRUNNIONS AND DUMMIES ETC. REFER LIST OF DRAWING NO. NIM - 2 - 1842 - 001- DQ, NIM - 2 - 1842 - 001- DQ 1 1 . FOR PE LINING DETAILS REFER SHEET NO. 008 12. DRAWING NO. FOR BILL OF MATERIAL SHEFT IS NOTED ON ISOMETRIC. ALSO REFER ISO-INDEX WHICH GIVES LlNE WISE I S 0 SHEET NO. & MTO SHEET NO. REFER LlNE LIST FOR PEFS NO. AND DESCRIPTION OF "FROM" & ''TO"

2 0 PIPE FABRICATION AND TESTING SHALL BE AS PER THE FOLLOWNG SP & DEP'S. SP-1173

SPECIFICATION FOR WELDING OF ON-PLOT PIPE WORK (AMMENDMENTS/SUPPLEMENTS TO ASME 031.3).

SP-1176

NON-DESTRUCTIVE EXAMINATION(AMMENDMENTS/SUPPLEMENTS TO ASME B P V CODE SECTION V).

SP-2051

SPECIFICATION FOR FLUSHING, PRESSURE TESTING, PICKLING AND SENSITIVE LEAK TESTING OF MECHANICAL EQUIPMENT AND PIPING.

SP-2020

FLANGE CONNECTIONS-BOLTING TORQUING AND TENSIONING.

SP-1246

SPECIFICATION FOR PAINTING & COATING OF OIL AND GAS PRODUCTION FACILITIES.

DEP 31.38.01.31

SHOP AND FIELD FABRICATION OF PIPING.

1 3 . FOR INSULATED LINES REFER SPEC. DEP.30.46.00.31 .GEN.

II

1 4 . PlPE MATERIAL CONNECTED TO EQUIPMENT (LOOSE MATERIAL LIKE VENTS, DRAINS, PRESSURE CONNECTIONS AND STAND PlPE ETC.) ARE SHOWN ON ISOMETRIC DRAWINGS AS VESSEL TRIM.

II

APPROVED FOR

CONSTRUCTION

II

(1

1 5 . ITEMS HAVING RATINGS NOT IN LlNE WlTH PlPE CLASS ARE CALLED OUT. 1 6 . HANDWHEEL

/

WRENCH ORIENTATION FOR THE 2" AND ABOVE VALVES REFER PlPlNG PLAN,

( LLY) &$I L k - ~ l $JVJb JJJ

WorleyParsons-Arabian Industries (JV) CONTRACT NO. :

C3110606

PROJ. NO. :

D~G.T~PE

:ISOMETRICS

DEsCRiP~oN

:

AND MTO

GENERAL NOTES

PAIP00405 W : \ 3 - P i p i n g \ ~ ~ ~ l - ~ @EMC 0 JOBS ( C310606 ) \ P R O J E C T S \ P A I P - P R O J ~ C T - J O B S \ P A I P ~ ~ ~ ~ ~ ~ D Q \ ~ 4S 4O 0\ ~0~9~Q d w g

12-APR-2011

3:31:41 P M

Shoji.Pillol

2.0 VALVE SYMBOLS

1.0 PIPING SYMBOLS APP

( LL)&$I ~ l b l d l$JUJ4 -

dU

WorleyParsons-ArabianIndustries (JV)

I CONTRACT NO.:

C3110606

1

PROJ. NO.:

PAIP00405

1

I

3.0 PIPING ABBREVIATIONS

I

4)

3 1 4 4 0 X INDICP,TE PE/ROT0

PlPlNG LINED PND 'JALVES

WITH BODY & TRIM OF 25%CR SDSS ~n n r -r~,rn

2) FOR PE/ROTO 1)

CONFIRMATION FROM DESIGN DEPT. AS THIS IS STRESS CRITICAL LINE. STRESS RELIEVED

NO

NDT REQUIREMENT

RTlO

%

INSULATION

NII-

MK.

LINING DETAILS REFER SHEET N 0 . 0 0 8

FOR GENERAL NOTES REFER SHEET No. 0 0 9

NOTES:

RANDOM

I @ MTO DWG. No. : N I M 3 2144 DQ 4 1 &$I

( LLY) 15kml-$pJk JJJ ~orlev~arsons-~rabian lndurlries

CONTRACT NO. :

C3110606

PROJ. NO. :

PAIP00405

PAIN~NG

PCS

1 OF S P 1 2 4 6

511

I

MD

/

APR11l

I$(

PIPING -

,

DESIGN PRESSURE

4782

DESIGN TEMP.

5

HYDRO TEST PRESS

71 . 77

W.B.S. NO.

IN.09.01 1

TO

I

ISOMFTRIC -. -

NlMR SLUDGE PITS SYSTEM UPGRADE-FED k ~ o g

82

'c

PIPING CLASS

3 1 440X

LINE

& w - ,(

P481329

@ ,

'4'

o

DWG.

Petroleum Development Oman CODE AREA

MIN-3-2140-001

-DQ

MIN-3-2141-001

-DQ

DATE APR.'ll N

O

PROJ OWG REV CODE SIZE

NUMBER SERIAL

SECT ENG I

PlPlNG ARRGT. DRWG.

DD

NO.

kPoq REV.

AND

I

I

I

NIM 3 2144 011 DQ 3 0

W : \ ~ - P ~ ~ ~ ~ ~ \ W P A ~ EMC - P D OJOBS ( C 3 1 0 6 0 6 ) \ P R O J E C T S \ P A I P - P R O J E C T - J ~ B S \ P A I P ~ ~ ~ ~ ~ ~ D Q \ I S1 O \D~ ~. ~ ~d ~ O09-APR-2011 ~

3:45:17 PM

Mohd.Sheikh

PLANT NORTH

1

I PLANT NORTH I

PLANT NORTH

I I APPROVED FOR 1 I I I CONSTRUCTION I ( 5

Items not covered b y rnoteriol toke-off sheets

HOLD:- 1) RETAINER RING/ROTO 4) 3 1 4 4 0 X INDICATE PE/ROTO

LINING THICKNESS.

- D

WITH BODY & TRIM OF 25% Cr SDSS

2) FOR PE/ROTO

H T BY DATE

ANY M O D ~ F ~ C CONFIRMATI ESlGN DEPT. IS STRESS CRlTl

STRESS RELIEVED

NO

NDT REOUIREMENT

RT10 s.

LINING DETAILS REFER SHEE7 N 0 . 0 0 8

1) FOR GENERAL NOTES REFER SHEET No. 0 0 9 .

----

. ..hlll

t h t ~ t 3 1 in*,

I Y V 1 L3.

F@ ( 1

LL)&$I hkml->pJb dJJ

WorleyParsons-Arabian Industries (JV)

CONTRACT NO. :

C3110606

PROJ. NO. :

PAIP00405

I

PAlNnNG

RANDOM

mu

1 OF S P 1 2 4 6

P C ~

MADE

:

CHKD B Y :

:

NIM

3 2144 520 DQ 4

W:\3-Piping\WPAl-PDO

APPRD B Y :

Description

PIPING

n n :~

Tog No.

ISOMETRIC

,.,

NlMR SLUDGE PITS SYSTEM UPGRADE-FED AND DD DESIGN PRESSURE

4782

DESIGN TEMP.

5

uvnan

TFCT

D R F ~ C

W.B.S. No.

TO

kPog

82

71 7 7 . . -

3 1 440X

'C

LINE No.

P481362

..

p" ' 4

Petroleum Development O m a n J

IN.09.011

NIM-3-6113-001 NIM-3-6114-001

PIPING CLASS

kPnn

REV.

0

DWG.

AREA CODE

ENG SECT I

PIPING ARRGT. DRWG.

MTO DWG. NO. :

Item

Requisition No.

Ouontity

PIPING LINED. VALVES

I

-DQ -DQ

DATE APR.'l 1 s1.N

>b

NO

SERIAL NUMBER

I


SHEET

I

I

NIM 3 2144020 DQ 3 0

EMC JOBS ( C 3 1 0 6 0 6 ) \ P R O J E C T S \ P A I P - P R O J E C T - J O B S \ P A I P ~ ~ ~ ~ ~ ~ D Q \ I S ~ \ ~11-APR-2011 ~ ~ ~ ~ ~ ~ ~ ~ D 3:01:33 Q . ~ ~ ~ PM

Mohd.sheikh

PLANT NORTH

I I APPROVED FOR I I I I CONSTRUCTION ( I I I

1

I

Items not covered by moterial ioke-off

1 1 MADE B Y

Quantity

DATE

Requisition No.

C H K D BY

APR.'ll 3 ) DIMENSION TO BE CHECKED & CONFIRMED AT SITE PRIOR TO FABRICATION ?\ Z,

i

"',

1) FOR GENERAL NOTES REFER SHEET No. 0 0 9 NOTES:

STRESS RELIEVED

NO

N O T REQUIREMENT

RT10 s. N/A

INSULATION

( "LY)

&$I i5isiinll- jip& al,(

~orlli~~arsons4rabian ndusirier (JV] CONTRACT NO.: C3110606

1 PROJ.NO.: PAIP00405

PAINTING

PCS

RANDOM

m ~ .

1 OF S P 1 2 4 6

NIM

3 2144 523 DQ 4

> D BY

1820

kPag

DESIGN TEMP.

5 TO 82

'C

HYDRO TEST PRESS.

2730

W.B.S.

NIM.IN.09.011

PIPING ARRGT. DRWG.

NIT0 BWG. No. :

A

DESIGN PRESSURE

NO.

I

I

I

(

NIM-~-ZI~I-OOI-DQ

kpog

I

Item

/ ~ T :E

I

Description

(

LINE No.

fl''

1 1440X 0

'ZJI DWG.

AREA

;r

)b.

W : \ ~ - P ~ ~ ~ ~ ~ \ W P A ~ EMC - P D OJOBS ( C 3 1 0 6 0 6 ) \ P R O J E C T S \ P A I P - P R O J E C T - J O B S \ P A I P ~ ~ ~ ~ ~ ~ D Q \ 44023-DQ.dwg IS~\~~~

NO

& J G U " &

.

-2-


,1:: 1 I

DATE APR.'l1 SIGN.

I

Tag No.

PIPING ISOMETRIC NlMR SLUDGE PITS SYSTEM UPGRADE-FED AND DD

PIPING CLASS

REV.

1

I

iiiFiR1

SHEET

I

1 :E! I

Ez

REV

I1

NIM 3 2144 025 DQ 3 0

12-APR-2011

1 1 :22:57 AM

Mohd.Al-Dhuhli

PLANT NORTH

PLANT NORTH

II I HOLD- 1 ) S - 4 8 3 6 3

]terns n o t covered

1

I

VENDOR INFORMATION

I

3 7 4 4 0 X INDICATE PlPlNG CLASS WITH PE/ROTO

MADE B Y :

LINED. VALVE

WITH BODY &

TRIM

FOR PE/ROTO

LINING DETAILS REFER SHEET N0.008

2 5 % SDSS

MD

1 ) FOR GENERAL NOTES REFER SHEET No. 0 0 9 NOTES:

STRESS RELIEVED

NO

NDT REQUIREMENT

RT10 x

INSULATION

NIL

RANDOM

I @ MTO DWG. No. : NIM ( LLY) &$I rjbL.l- ji)Yjb Jjj ~ o r l e ~ ~ a r s o n s - ~ r anduslrier b i a n (JY)


1

PROJ. NO. :

PAIP00405

I I

PAINTING

I I

pcs

21

4782

DESIGN TEMP.

5

1 OF S P 1 2 4 6

3 2 1 4 4 531 DO 4

APR.lll

DESIGN PRESSURE

HYLIRO

MK.

CHKD B Y :

DATE :

W.B.S.

TEST PRESS. NO.

TO

APPRD BY :

7173

I

LINE No.

PIPING CLASS

3 1 440X

'c

-

8 4 8 0 13 2

kPog I

AREA

IN.09.01 1

NIM-3-2140-001

ISOM€lRIC

NIMR SLUDGE PITS SYSTEM UPGRADE-FED AND DD

REV.

ENG

DATE APR.'lI

-DQ 1 - u

I

I

I

h ' : \ 3 _ P i p i n g \ W ~ A 1 - ~ ~ 0EMC JOBS ( C 3 1 0 6 0 6 ) \ P R O J E C T S \ P A I P - P R O J E C T - J O B S \ P A I P ~ ~ ~ ~ ~ ~ D Q \ I S O1 \4~4~0 3 1 - D 0 . d ~

I I

I

/

SHEET

I

/

PROJ DfiG CODE SIZE

I

NIM 3 2144 031 DQ 3 0

NO I

SERIAL

DfiG. CODE ( s r c ~ lNUMBER

o

I

PlPlNG ARRGT. DRWG.

,

PIPING

n n :~

kpog

82

Tog No.

Description

Item

Requisition No.

Ouantity

2)

I

toke-off sheets

2 ) ROT0 LINING THICKNESS

4)

1

I

--

I

11


I

I

I

I

13-APR-2011

9:59:35 AM

I

l

I

l

Mohd.Sheikh

PLANT NORTH

W : \ 3 _ P i p i n q \ W P ~ l - ~ ~ 0EMC JOBS ( C 3 1 0 6 0 6 ) \ P R O J E C T S \ P A I P - P R O J E C T - J O B S \ P A I P ~ ~ ~ ~ ~ ~ D Q \ I S O 44 \ ~0~3~ 2 D d w g

1 1 -APR-2011

10:50:42

AM

loila.ol-fazori

PLANT NORTH

CONSTRUCTION Items not covered by material toke-off sheets

I

~

N M

O

D

IY F

I

MADE ~ BY :

MD nr

I

NO

NDT REOUIREMENT

RT10 z

INSULATION

NIL

nrr

FOR GENERAL NOTES REFER SHEET No. 009 NOTES:

1)

LL)&$I &kL.d-$p j'+&jj WorleyParsons-Arabian Industries (JV) CONTRACT NO. :

S1RESS RELIEMD

C3110606

PROJ. NO. :

PAIP00405

PAINTING

PCS

RANDOM

THK.

1 OF S P 1 2 4 6

CHKD BY :

DATE :

APR.'ll 1820

DESIGN TEMP.

5 TO

HYDRO TEST PRESS.

2730

W.B.S.

IN.09.01 1

kPag

82

MTO DWG. No. :

NIM

3 2144 533

W:\3-Piping\WPAl-PDO

EMC

DQ 4

PIPING ISOMETRIC NlMR SLUDGE PITS SYSTEM UPGRADE-FED AND DD

'c

PIPING CLASS

11440

k ~ o g

REV.

0

LINE No.

8481039

4V'

'z' DwG

5

-DQ -DQ -DQ

DATE

APL'I 1 NO

SIGN.

"

Petroleum Development AREA

CODE

ENG SECTl 1

PlPlNG ARRGT. DRWG.

NIM-3-2140-001 NIM-3-2141-001 NIM-3-2142-001

TlnE :

$

DESIGN PRESSURE

No.

APPRD B Y :

Tag No.

Description

Item

Requisition No.

Ouontity

SERIAL NUMBER

1

1

/

Oman

PROJ DWG

corn slzi

I

I

NIM 3 2144 033 DQ 3 0

JOBS ( C 3 1 0 6 0 6 ) \ P R O J E C T S \ P A I P - P R O J E C T - J O B S \ P A I P ~ ~ ~ ~ ~ ~ D Q \ I S ~ \ ~ 11-APR-2011 ~ ~ ~ ~ ~ ~ ~ ~ D Q 10:51:44 .~~~

AM

loilo.al-fozori

PLANT NORTH

I I APPROVED FOR I I 1

I

items not covered

I

I

I

I

I

I

I

I

I

toke-off sheets Quantity MADE BY

.

" r

TO

I\HIVUVIVI

.i I

.I-

\

i

-11

~ I - I .!I -

-.

a

WorleyParsons-Arabian Industries (JV) . . CONTRACT NO.: C3110606

1 PROJ. NO.:

NIL

INSULATON

p!lpnnAnG

I

1

PAIN~NG

PCS

THK.

1 OF SP1246

I ULJ~UI.

TEMP.

HYDRO TEST PRESS. I

W.B.S. NO.

MTO DWG. No. :

NIM

3 2144 538 DQ 4

Description

n n :~

APPRD BY :

3

I U O L

2730

NIM-3-2140-001 NIM-3-2141-001

I

L

1

I I't't'"

I

-

kPog

IN.09.01 1

Tag No.

PIPING ISOMETRIC NlMR SLUDGE PITS SYSTEM UPGRADE-FED AND D D

.$ /$ I

I

REV.

o

DAK

APR'l1

I

I

rerroleum I

I

OWG.

. - 7 .

Ant*

CODE

,-.,-I LIYb

\SECT I

PIPING ARRGT. DRWG.

I

Item

Requisition No.

CHKD B Y :

APR.'11

MD n

DATE :

-DQ -DQ

NO

SIGN.

I I

uevelopmenr

--?,,., 3LnlHL

NUMBER

(

SHEET

I

NIM 3 2144 038

uman

---. ( CODE YKUJ

-~, IJ*G SIZE REV

I

DQ 3 O

I

PLANT NORTH

I

CONSTRUCTION

HOLD-1) ?\

5-48362

VENDOR INFORMATION

DrTAlhlcD

Dlhlr / D n T n

I lhllhlr

Items not covered by material take-off

TUlPl/hlCC

I

sheets

4)

3 1 440X INDICATE PE/ROTO

PIPING LINED AND VALVES

1~ N W M A E

BEY M

O

D

I

I OUT C

F

MADE ~ BY :

CHKD BY :

DATE :

I

APPRD \\ BY :

I

llnE :

PIPING

WITH BODY & TRIM OF 25ZCR SDSS

2) FOR PE/ROTO

,

1) FOR GENERAL NOTES REFER SHEET No. 0 0 9

ijbul - >*jk


DESIGN PRESSURE

I NDT REQUIREMENT

RT 10 s.

I

NIL

I

kIATr-r.


NO

RELIEVED

INSULATION

THK.

DESIGN TEMP ]HYDRO TEST PRESS

5

TO

LINE No

PIPING CLASS

*arb

82

7 1 73

3 1 440X

'c

D482626

I

C P O ~ I

PAINTING

PCS

1 OF S P 1 2 4 6

I

MPO DWG. No. :

RANDOM

kPog

4782

NIM

I

W.B.S. No.

I

3 2144 539 DQ 4

1 PIPING

IN.09.01 1

ARRGT. DRWG.

NIM-3-2140-001

I

I

-DQ

I

I

o

REV.

I

I

IDATEIAPR:III II I. I

AND

DD

"

-7

I

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Jjj (IWorley Parsons-Arabian nduslries (JV/

ISOMETRIC

NlMR SLUDGE PITS SYSTEM UPGRADE-FED


bb)&$I

Tag No.

Description

Item

Requisition No.

Ouontity

I

II

I

II

II

I

I

II

nOCl

mr\Ln

CODE

I . .

NO

A

0%

7 ' ,A

.

s

I

?,


Vbr DWG'

. (-6

NIM

1

FhlC LC,-

1

1

[SECT I I ,

CCDlbl

4L.,,r...

NUMBER

,...

I

1

I

PROJ OWG CODE SIZE

SHEET

REV

I

, , , ,,I,I,I

5 2.144 UJY UW S U

SIGN.

W : \ ~ - P ~ ~ ~ ~ ~ \ W P A I - PEMC D O JOBS ( C 3 1 0 6 0 6 ) \ P R O J E C T S \ P A I P - P R O J E C T - J O B S \ P A I P ~ O ~ O ~ - D Q \ ~ S O \ ~ 4~ ~4 0 3 9 - D d g

12-APR-2011

2:53:19

PM

1oila.01-fozori

I' HOLD-1)

S-48363

Items not covered by material take-off sheets

VENDOR INFORMATION

2) RETAINER RiNG/ROT0 LINING THICKNESS.

1

MADE B Y :

PIPING LINED AND VALVES

WITH BODY & TRIM OF 25%CR SDSS

2 ) FOR PE/ROTO 1)

MD

FOR GENERAL NOTES REFER SHEET No. 0 0 9

NOTES:

F@( bh)&$I 5b

.3pJ4 Jjj

WorleyParsans-Arabian Industries (JV)

CONTRACT NO. :

S l R E S S RELIEVED

NO

NDT REOUIREMENT

RTlO x

INSULAllON

NIL


C3110606

PROJ. NO. :

PAIP00405

PAIN~NG

PCS

RANDOM

THK.

1 OF S P 1 2 4 5

CHKD BY :

DATE :

APR.', 1

2

DESIGN PRESSURE

4782

DESIGN TEMP. HYDRO TEST PRESS.

5 TO 7173

W.B.S.

IN.09.01 1

No.

>

APPRD BY :

kPog

82

'c

Tog No.

Description

Item

R e q u i s i t i o n No.

Ouontity

4 j 3 i 4 4 0 X INDICATE PE/ROTO

n n E :

FlPlNG

ISOMETRIC

NlMR SLUDGE PITS SYSTEM UPGRADE-FED AND PIPING CLASS

3 1 440X REV.

o

DATE

APR.'I I

D482627

SIGN

31

41b

. &uH& 5 l&p

'4b'


DWG'

AREA CODE

3 21 44 540 DQ 4

NIM-3-2140-001

-DQ

~ : \ 3 - p i ~ i ~ ~ \ w p ~ 1EMC - p ~JOBS o ( ~ 3 1 0 6 0 6) \ ~ R O J E C T S \ ~ A ~ P - ~ R O J E C T - J O B S \ P A I P O O ~ O ~ ~ D44040-DQ.dwg ~\~~~\~~~

NO

SERIAL NUMBER

ENG SECT I

NIM

DD

LINE No.

kPag

PIPING ARRGT. DRWG.

MTO DWG. 9\10. :

I

I


SHEET I

I

NIM 3 2144040 DQ 3 0

1 1-APR-201 1

5114:41 PM

Mohd.A1-Dhuhli

Isowise Material Take Off j o b Title

: Nimr Sludge Pits System upgrade - F E D 8 D D

Area

: NlMR

J O NO. ~

: PAIP00405

Discipline : M e c h a n i c a l 8 Piping

:

Line Number Station :

P481329

Isometric D w g No. :

NIM-3-2144-01 t - D O - 3

Proj. C o d e : DQ

Isowise M T O No. :

NIM-3-2144-511-DO-4

WBS NO

M T O Rev. No.

: NIM.IN.09.011

:

0

1

MATERIAL FOR FABRICATION

I

MATERIAL FOR ERECTION --- .

1 7 1

1

8

4

76.88.37.056.1

31440X

150

9

1

76.83.38.562.1

31440X

50

10

4

85.41.36.374.1

31440):

11

8

85.41.36.414.1

31440X

/

76.62.20.320.1

/

31440X 150

1

-

-Material--- -

-

IASTMA105

I ~ a Joint p Flange Spectacle Blind

I

r ----1

-1 Raling

S chM .

-

ASTM A51640/65170

300#

Thermowell

ASTM 8564 UNS NO4400

150# I 2500#

150

Gasket Spiral Wound

AlSl 316, graphite filled CS centring-ISS inner ring

300#

50

Gasket Spiral Wound

-

255

-

1

12

1

5

(

NON MESC

31440X 1150

13

1

BY INS?

300#

14

2

NON MESC

1

/~allValve

AISI 316, graphite filled CS centring-ISS inner ring F55 UNS N327601A995 Grade 6A Trim: SDSS. PTFE -

15

16

NON MESC

2

I

16

1

-I

81.38.66.273.1

1

31440X

50

Chemical Injection Quill

Body: ASTM A182 F55 UNS N32760lA995 Grade 6A Trim: SDSS. PTFE

300#

31440X

150

Basket Strainer

Body: ASTM A1051A216WCBtWCC Internal glass flake Coating Trim: 25% Cr Duplex

300#

31440X 1.625

I100

(stud Bolt With Nuts Flange

300#

I

81.38.66.337.1

31440X

.75

150

Stud Bolt With Nuts Flange

ASTM A193-B7MIA194-2HM

18

48

81.38.66.340.1

31440X

.75

170

Stud Bolt With Nuts SPISB


19

48

81.38.66.278.1

31440X

525

130

Stud Bolt With N~rtsTemp lnst

ASTM A193-B7MIA1942HM

lModular Constr. SBBV

,Body: ASTM A182 F55 UNS 1 N327601A995 Grade 6A Trim: SDSS, PTFE

5

,

NON MESC

Prepared by

,

31440X ,50

s&

150

Checked by l.2'

Notes : I . UOM of Sizes are in mm except Stud Bolts (Size 1 in inch & Size 2 in mm). 2. PIPE Quantities are in meters & aU other Items are in Numbers.

CHEMICAL INJ.

1 1 ASTM A193-B7MIA194-2HM /

216

I

I

Flow Meter

17

XI

300#

150

-

Tag Na

I.P

1

300#

1

k

Approved b~


Report printed on: April 12,201 1 5:29 PM


: Nimr Sludge Pits S y s t e m u p g r a d e - F E D 8 D D

Area

: NlMR

J O NO. ~

: PAIP00405

Discipline Line N u m b e r

Station :

Proj. C o d e : D Q

WBS NO

: NIM.IN.09.011

Mechanical 8 Piping

P481329


NIM-3-2144-012-DQ-3

l s o w i s e M T O No. :

NIM-3-2144-512-DQ-4

M T O Rev. No.

1

:

.

:

0

1


/

l 2 -

64.5

/

74.30.03.211.1

/

31440X

/

ASTM A106-B I

I

1 pipe

150

S 80

I

I

~ A s T MA106-B

15 40

I

I

--

3

8

76.30.42.572.1

31440X

15

Elbow 90 Deg Bw

ASTM A23dWPB

S 160

4

1

76.30.42.608.1

31440):

50

Elbow 90 Deg Bw

ASTM A23dWPB

S 80

5

5

76.30.42.665.1

31440X

150

6

4

7679010641

31440X

150

50

7680371211

31440X

600

15

Elbow 90 Deg Bw

ASTM A23dWPB

S 40

Branch Outlet Bw

ASTM A105

S40xS80 S 160

g Branch F ~ t t ~ nFlgd

ASTM A105

7662785661 ~ - 3 1 W X

150

Weld Neck Rf Flange

ASTM A105

8

76.62.78.610.1

31440X

50

Weld Neck Rf Flange

ASTM A105

S 80

300#

4

76.62.78.652.1

31440X

15

Weld Neck Rf Flange

ASTM A105

S 160

300#

7

4

8

30

9 10

300# 300#

MATERIAL FOR ERECTION

Blind Flange

50 15

I ~ a s k eSpiral t Wound

50

Gasket Spiral Wound

2 NON MESC

I

I

31440X

NON MESC

31440X

NON MESC

31440X

50

1

1 -

-

Ball Valve 14313 RB Flgd -

NONMESC

1

31440X

Prepared by

1


300#

Body: ASTM A182 F55 UNS ~ 3 2 ? 6 0 / ~ 9 9Grade 5 6A Trim: SDSS. PTFE

/

1

300#

Body: ASTM A182 F55 UNS N32760lA995 Grade 6A Trim: SDSS, PTFE

300#

15

Globe Valve Flgd


300#

50

Check Valve Figd


300#

Check Valve Flgd


300#

Stud Bolt With Nuts /~lan~e


150

70

/ 150

.625

110

Stud Bolt With Nuts S PISB


.75

170



50

50

Modular Constr. SBBV

Body: ASTM A182 F55 UNS N32760lA995 Grade 6 k Trim: SDSS, PTFE

Checked by l d'

I

1 ASTM A193-B7MIA194-2HM /

.75

/Stud Bolt With Nuts -

/

300#

Ball Valve 14313 RB Flgd

.5

1

300#

I

316, graphite filled CS centring-ISS inner ring

150

I 31440X

NON MESC

ASTM A105

IAISI

300#

b

Approved by

Notes : I . UORI of Sizes are in mm except Stud Bolts (Size I in inch & Size 2 in mm). 2. PIPE Quantities are in meters & all otber Items are in Numbers.




: Nimr Sludge Pits System upgrade - FED 8 D D

Area

: NlMR

J O NO. ~

: PAIP00405

Line N u m b e r Station :

:

P481330


NiM-3-2144-013-DQ-3

Proj. C o d e : D O

Isowise M i 0 No. :

NIM-3-2144-513-DQ-4

WBS

M T O Rev. No.

NO

: NIM.IN.09.011

I

:

0

1


ASTM A106-8 2

3

76.30.42.665.1

31440X

150

3

3

76.79.01.064.1

31440X

150

4

12

76.62.78.566.1

31440):

150

5

3

76.62.78.610.1

31440X

50

-

T . --

50

Elbow 90 Deg Bw

ASTM A234-WPB

S 40

Branch Outlet Bw

ASTM A105

S 40 x S 80

Weld Neck Rf Flange

ASTM A105

S 40

300#

Weld Neck Rf Flange

ASTM A105

S 80

300#

-i


t & i E h u i -~ ~i T ~i - ! : - v R .-

-.

-

Material .--- - -

-

6

1

76.62.11.120.1

31440X

50

Blind Flange

7

1

76.88.37.056.1

31440X

150

Spectacle Blind

ASTM A51 6-60/65/70

8

2

85.41.36.414.1

31440X

50

Gasket Spiral Wound


9

1

NON MESC

31440X

50



NON MESC

31440X

150

Ball Valve 14313 FB Flgd


Check Valve Flgd


100



-

ASTM A105 p p p

10

1

1

I

NON MESC

81.38.66.273.1

/

/

31440X 1 5 0

31440X

525 -

13

96

81.38 66.337.1

31440X

.75

150



14

12

81 38 66 340 1

31440X

75

170

Stud Bolt Wtth Nuts SPlSB


15

1

NONMESC

31440X

50

50

Modular Constr SBBV

Body ASTM A182 F55 UNS N32760lA995 Grade 6A Tnm SDSS, PTFE

-

Prepared by

4

Checked by

d

Notes : I . UOM of Sizes are in m m except Stud Bolts ( S u e 1 in inch & Size 2 in mm). 2. PIPE Quantities are in meters & all other Items are in Numbers.

1

Approved y


Repod printed on: April 12,201 1 5 : 2 9 PM

Isowise Material Take Off J O Title ~

: Nimr Sludge Pits System upgrade - FED 8 DD

Area

: NlMR

Job

: PAIP00405

Discipline : Mechanical 8 Piping Line Number

:

P481331


NIM-3-2144-014-DO-3

Proj. Code : DQ

lsowise M T O No. :

NIM-3-2144-514-DQ-4

WBS

MTO Rev. No.

NO.

Station :

: NIM.IN.09.011

NO

:

0

7 MATERIAL FOR FABRICATION

7

Description

I

1

1

I

2

2

76.65.79.410.1

Weld Neck Rf Flange

s ~ T- ---

I

I

I

I

50

ASTM A t 82-F316

Sl 0 s

I

300#


SF. N& ~ % % $ - ~ ~ - L C l a s s ~ i z i i ~ ---

1

I

I

33421

3

1

I

--

/

-

- -

85.41.36.414.1

1

33421

150

1

Description

-

-Material - -

--

/Gasket Spiral Wound

4

"--

l ~ l S316, l graphite filled CS centring-/SS inner ring ASTM A193-B7MIA194-2HM

1

/

300#

1

p p p

8

81.38.66.278.1

Prepared by

33421

z&

525

130

Stud Boll With Nuts Meter Run

Checked by k"

P/

Approved by

Notes : 1. UOM of Sizes are in mm except Stud Bolts (Size 1 in inch & Size 2 in mm). 2. PIPE Quantities are in meters & all other Items are in Numbers.


Report printed on: April 12, 201 I 5:29 PM

I

Isowise Material Take Off job Title

: Nirnr Sludge Pits System upgrade - FED 8 DD

Discipline : Mechanical & Piping

: NlMR

Job No.

: PAIP00405

Station :

Proj. Code : D o

WBS

NO

:

Line Number

Area

1

1 6NOT~IIT N=~I& ~ E S C

..-

-.

--

- -

Isometric Dwg No. :

NIM-3-2144-015-DO-3

lsowise MTO No. :

NIM-3-2144-515-DO-4

:

MTO Rev. No.

: NIM.IN.09.011

MATERIAL FOR FABRICATION .-

~

-

-

&

Description

P481331

- --

0

ate"" ~

-

-.

--

1

- --

-

,

I

Weld Neck Rf Flange

2

S l 0s

ASTM A182-F316

r-:,

S C X Z-- -~6 ~ 6Tag No.

--r

I

300#

-.-

s~T-1; s"

1 L-

3

1

85.41.36.414.1

33421

50

4

8

81 38.66.278.1

33421

.625

Prepared by

Ift,

1

MATERIAL FOR ERECTION '~-D-&"W= ---

130

1

-

- A

Gasket Spiral Wound Stud Bolt With Nuts Meter Run

Checked by

--

Material a

-

-

AISI 316, graphite filled CS centring-ISS inner ring

300#


d

Notes : I . UOM of Sues are in mm except Stud Bolts (Size 1 in inch & S u e 2 in mm). 2. PIPE Quantities are in meters & aU other Items are in Numbers.


Report printed on: April 12, 201 1 5:29 PM

1

-

~

Isowise Material Take Off : Nimr Sludge Pits System upgrade - FED & D D

j o b Title Area

: NlMR

Job NO.

: PAIP00405


Line N u m b e r Station :

Proj. C o d e : DQ

: NIM.IN.09.011

WBS NO

.

P481335

Isometric D w g N o . :

NlM-3-2144-017-00-3

l s o w i s e M T O No. :

NIM-3-2144-517-DQ-4

M T O Rev. No.

:

0

7-MATERIAL FOR FABRICATION

1

1

.5

74.30.03.071.1

31440X

50

Pipe

ASTM A1 06-B

1s 80

2

1

74.30.03.149.1

31440X

100

Pipe

ASTM A1 06-B

S 40

3

42.5

74.30.03.211.1

31440X

150

Pipe

ASTM A106-B

S 40

4

1

76.30.34.665.1

31440):

150

Elbow 45 Deg Bw

ASTM A234-WPB

S 40

5

4

76.30.42.572.1

31440X

15

Elbow 90 Deg Bw

ASTM A234-WPB

S 160

-

STM A234-WPB

1


I

I

.

17

1

76.88.37.056.1

31440X

150

Spectacle Blind

ASTM A51 6-60165170

300#

18

1

85.41.36.374.1

31440X

150

Gasket Spiral Wound


300#

19

4

85.41.36.404.1

31440X

15

Gasket Spiral Wound


300#

2

85.41.36.414.1

31440X

50

Gasket Spiral Wound

AlSl 316, graphite filled CS centring-/SS inner ring

300#

21

5

NONMESC

31440X

50



300#

22

1



300#

23

2

Globe Valve Flgd

Body: ASTM A1 82 F55 UNS N32760lA995 Grade 6A Trim:

300#

. .

20 --

-

.

NONMESC

31440X

150

77.30.05.353.1

31440):

15 I

I 24

16

81.38.66.155.1

31440):

.5

70


ASTM A?93-B7MIA194-2HM

--

-

25

96

87.38.66.273.1

31440X

,625

100



26

144

81.38.66.337.1

31440X

.75

150


ASTM Al93-B7M/A194-2HM

27

8

81.38.66.274.1

31440):

,625

110


ASTM A193-87M/A194-2HM

12

81.38.66.340.1

31440X

.75

170



Report printed on: April 13, 201 1 10:2 1 AM

I

1



Area

: NlMR

J O NO. ~

: PAIP00405


Station :

:

P481335

Isometric Dwg No. :

NIM-3-2144-017-DO-3

Proj. Code : DQ

lsowise MTO No. :

NIM-3-2144-517-DO-4

WBS NO

MTO Rev. No.

: NIM.IN.09.011

Prepared by

&

Checked by \o&

:

0

Approved by

Notes : I . UOM of Sizes are in mm except Stud Bolts (Size 1 in inch & S u e 2 in mm). 2. PIPE Quantities are in meters & aU other Items are in Numbers.


Report printed on: April 13,201 1 10:21 AM

Isowise Material Take Off -

job Title


Area

: NlMR

Job No.

: PAIP00405

Discipline : Mechanical 8 Piping

Proj. Code : DQ

WBS

NO

:


: NIM.tN.OS.O?I

P481335

Isometric Dwg No. :

NIM-3-2144-018-DO-3

lsowise MTO No. :

NIM-3-2144-518-DO-4

MTO Rev. No.

0

:


--- Description 1

1

1

76.88.37.050.1

1

31440X 150

1

Ispectacle Blind

6

85.41.36.404.1

31440):

15

Gasket Spiral Wound

14

3

85.41.36.414.1

31440X

50

Gasket Spiral Wound

15

2

77.30.05.353.1

31440X

15

Globe Valve Flgd

16

1

BY INST

300#

150

Emergency Shut Down Valve

17

I

ater rial --

/ ASTM A516-60165170 I

13

I

- --

rag~%.

Ikafhgl -

I

AlSl 316, graphite filled CS centring-ISS inner ring AlSI 316, graphite filled CS centring-ISS inner ring Body: ASTM A182 F55 UNS N32760lA995 Grade 6A Trim: SDSS, PTFE

i

/

300#

-

1

1

300#

7 Flange -

18

8

81.38.66.273.1

31440X

,625

100



19

60

81.38.66.337.1

31440X

.75

150



20

16

81.38 66.274.1

31440X

.625

110

Stud Bolt With Nuts SPlSB


21

3

NONMESC

31440):

50

50



-. .

Prepared by

-

d&

.

--

300# -

Checked by b

N ~ t e s: 1. UOM of Sizes are in mm except Stud Bolts (Size 1 in inch & Size 2 in mm). 2. PIPE Quantities are in meters & all other Items are in Numbers.

APPROVED FOR CONSTRUCTJON


Isowise Material Take Off job ~ i t l :~Nimr Sludge Pits System upgrade - FED 8 DD

:

Line Number

Area

: NlMR

J O NO. ~

: PAIP00405

Mechanical & P~plng

Dlsclpllne

Station :

P481362

Isometric Dwg No. :

NIM-3-2144-019-DQ-3

Proj. Code : DQ

lsowise MTO No. :

NIM-3-2144-519-DQ-4

WBS

MTO Rev. No.

NO

: NIM.IN.09.011

I

0

:

1


t Pipe

ASTM A1 06-B

Pipe

3

1

16

76.30.42.572.1

31440X

15

Elbow 90 Deg Bw

ASTM A234-WPB

S 160

4

1

76.30.42.608.1

31440X

50

Elbow 90 Deg Bw

ASTM A234-WPB

S 80

5

9

76.30.42.665.1

31440X

150

Elbow 90 Deg Bw

ASTM A234-WPB

S 40

6

2

76.79.01.064.1

31440X

150

50

Branch Outlet Bw

ASTM A105

S40xS80

7

8

76.80.37.121.1

31440X

600

15

Branch Fitting Flgd

ASTM A105

S 160

300#

8

28

76.62.78.566.1

31440X

150

Weld Neck Rf Flange

ASTM A105

S 40

300#

/ w e l d Neck Rf Flange

~ASTMA1 05

1580

/300#/

Weld Neck Rf Flange

ASTM A105

9

8

1

1

12

10

76.62.78.610.1

/

76.62.78.652.1

- 1 - i

Sr. No. Quantity ,- - --- - -

MESC Number

1

31440X

/ 50

31440X

15

1

1

~"'3-

S 160


s

~

G -0-n T

- -- --

I-

-- -

~ --

a

t

- - --

e

r

-

ASTM A105

300#

50

Spectacle Blind

ASTM A51 6-60165170

300#

150

Spectacle Blind

ASTM A51 6-60165170

300#

31440X

150

Gasket Spiral Wound

AlSl 316, graphite filled CS centring-ISS inner ring -

300#

85.41.36.404.1

31440X

15

Gasket Spiral Wound


300#

4

85.41.36.414.1

31440X

50

Gasket Spiral Wound


300#

17

3

NONMESC

31440X

50



300#

18

1

NON MESC

31440X

150


Body: ASTM A1 82 F55 UNS N327601A995 Grade 6A Trim: SDSS, PTFE

300#

19

1

NONMESC

31440X

50

Check Valve Flgd


300#

20

64

81.38.66.155.1

31440X

.5

70



21

64

81.36.66.273.1

3144OX

.625

300



81.38.66.337.1

31440X 1.75

I150

IStud Bolt With Nuts Flange






11

1

12

1

76.88.37.050.1

31440X

13

1

76.88.37.056.1

31440X

14

1

85.41.36.374.1

15

18

16

76.62.11.120.1

31440X

1

300#

Blind Flange

50 -.

.-

1

22

1

168

/

23

8

81.38.66.274.1

31440):

.625

110

24

12

81.38.66.340.1

31440X

.75

170 .-

Prepared by

rj$

Checked by W

Notes :

I

/

1

I

b

Ap roved by

I . UOM of Sues are i n m m except Stud Bolts (Size 1 i n i n c h & Sue 2 in mm). 2. PIPE Quantities are in meters & a l l other Items are i n Numbers.




Nimr Sludge Pits System upgrade - FED & DO

Area

: NIMR

J O NO. ~

: PAIP00405


Proj. Code : DQ WBS NO

:


: NIM.lN.09.012

P481362

Isometric Dwg No. :

NIM-3-2144-020-DQ-3

Isowise MTO No. :

NIM-3-2144-520-DQ-4

:

MTO Rev. No.

0

7MATERIAL FOR FABRICATION

ASTM A106-B

1s 80

ASTM A1 06-B

540

Elbow 45 Deg Bw

ASTM A234-WPB

S 40

Elbow 90 Deg Bw

ASTM A234-WPB

S 160

2

36

74.30.03.21 1.1

31440X

150

Pipe

3

4

76.30.34.665.1

31440X

150

4

4

76.30.42.572.1

31440X

15

-

-

p p p p p -

2

5 6 7 -8

76.30.42.608.1

31440X

2

76.30.42.665.1

31440X

-

7

50

Elbow 90 Deg Bw

ASTM A234-WPB

S 80

150

Elbow 90 Deg Bw

ASTM A234-WPB

S 40

--

1

76.30.88.189.1

31440):

150

100

Tee Reducing Bw

ASTM A234-WPB

S40xS40

5

76.79.01.064.1

31440X

150

50

Branch Outlet Bw

ASTM A105

S 4023-80

9

2

76.80.37.121.1

31440X

600

10

1

76.62.78.564.1

31440X

100

-

1

15

-

Branch Fitting Flgd

ASTM A105

S 160

Weld Neck Rf Flange

ASTM A105

S 40

-

300# 300#

-

p p

11

22

76.62.78.566.1

31440X

150

Weld Neck Rf Flange

ASTM A105

S 40

300#

12

11

76.62.78.610.1

31440X

50

Weld Neck Rf Flange

ASTM A105

S 80

300#

S 160

300#

-

2

13

76.62.78.652.1

31440X

Weld Neck Rf Flange

15

ASTM A105


-

--

--

-

Material

-

--

-

-

- -

-.-

- - -

14

4

76.62.11.120.1

31440X

50

Blind Flange

ASTM A1 05

15

I

76.62.11.126.1

31440X

150

Blind Flange

ASTM A1 05

300#

16

1

76.88.37.056.1

31440X

150

Spectacle Blind

ASTM A51 6-60165170

300#

17

4

85.41.36.404.1

31440X

15

Gasket Spiral Wound


300#

18

6

85.41.36.414.1

31440X

50

Gasket Spiral Wound


300#


300#

-

-

300#

1

19

4

NON MESC

31440X

50


20

2

77.30.05.353.1

31440X

15

Globe Valve Flgd

Body: ASTM A182 F55 UNS N32760lA995 Grade 6A Trim: -SDSS. PTFE

300#

21

1

NON MESC

31440):

50

Check Valve Flgd


300#

1

NON MESC

31440X

150

Check Valve Flgd


300#

16

81.38.66.155.1

31440X

.5

70



-

22

23

I

--

-

24

:04

51.35.:8.273.1

3;440X

.625

IOO

Stud boil L'v'iih %uts Flange

ASTM A ~ ~ ~ B S M ~ A I ~ C ~ L H M

25

144

81.38.66.337.1

31440X

-75

150



26

12

81.38.66.340.1

31440X

.75

170



27

1

NON MESC

31440X

50

50




-

300#



Area

: NlMR

J O NO. ~

: PAIP00405


Station :

:

P481362

Isometric Dwg No. :

NIM-3-2144-020-DQ-3

Proj. Code : DQ

Isowise MTO No. :

NIM-3-2144-520-DQ-4

WBS

MTO Rev. No.

NO

: NIM.lN.09.011

Prepared by

$

Checked by'92

:

0

B

Approved by

Notes : I . UOM of Sizes are in mm except Stud Bolts ( S u e I in inch & Size 2 in mm). 2. PIPE Quantities are in meters & all other Items are in Numbers.



Isowise Material Take Off job ~ i t l :~Nirnr Sludge Pits System upgrade - FED 8 DD Area

: NlMR

Job NO.

: PAIP00405


Station

Proj. Code : WBS

NO

: NIM.IN.09.011

:

P481334

Isometric Dwg No. :

NIM-3-2144-023-DQ-3

lsowise MTO No. :

NIM-3-2144-523-DQ-4

MTO Rev. No.

0

:

MATERIAL FOR FABRICATION Description

Material --

9

74.30.03.071.1

11440

50

Pipe

4

76.62.78.360.1

11440

50

ASTM A1 06-8

S80

Elbow 90 Deg Bw

ASTM A234-WPB

S80

Weld Neck Rf Flange

ASTM A105

S80

--A

150#


4

2

76.62.11.070.1

11440

50

Blind Flange

ASTM A105

150#

2

76.88.37.020.1

11440

250

Spectacle Blind

ASTM A51 660165170

150#

85,41,36,314.1

11440

50

Gasket SpirakWound

I

/

' 6

2

7

2

85.41.36.328.1

11440

1

150#

-

250

Gasket Spiral Wound

150#

8

-

2

85.46.03.066.1

11440

50

Insulating Gasket B a l l Valve RB Flgd.

1 10

1

1

(

NON MESC

(

11440X (250

150#

/


/

/

150#

IBall Valve 14313 FB Flgd (F30dy:ASTM A1051A216 WCBNVCC WITH ALLOY 625 CLAD Trim: SDSS, PTFE

11

8

81.38.66.271.1

11440

.625

90



12

8

81.38.66.273.1

11440

,625

100



1 -

p p p

Prepared by

&

Checked by @

Notes : I . UOM of Sizes are in mm except Stud Bolts (Size 1 in inch & Size 2 in mm). 2. PlPE Quantities are in meters & aU other Items are in Numbers.

Reporl printed on: April 12,201 1 5:29 PM

k

A proved by

1APPROVED FOR CONSTRUCTION


: Nirnr Sludge Pits System upgrade - F E D 8 D D

Area

: NlMR

J O NO. ~

: PAIP00405


:


P481357


NIM-3-2144-024-DO-3

Proj. C o d e : DQ

lsowise M T O No. :

NIM-3-2144-524-DO-4

WBS

M T O Rev. No.

NO

: NIM.IN.09.011

1

:

0

1


I

I

-04- 2

030)11 .Pp ie

3

1

76.30.42.572.1

31440

15

Elbow 90 Deg Bw

ASTM A234-WPB

S160

4

2

76.30.42.608.1

31440

50

Elbow 90 Deg Bw

ASTM A234-WPB

S80

5

2

76.30.81.608.1

31440

50

Equal Tee Bw

ASTM A234-WPB

S80

7

1

7630671931

31440

50

Reducer Ecc.Bw

ASTM A234-WPB

S80

8

3

76-62786101

31440

50

Weld Neck Rf Flange

ASTM A105

S80

9

2

766278652 1

31440

15

Weld Neck Rf Flange

ASTM A105

S160

-

I

I

/ S80

ASTM AlO6-B

-

ST60 20

MATERIAL FOR ERECTION ---- .-

---

2

10

85.41.36.404.1

31440

77.30.05.353.1

31440

15

12

8

81.38.66.155.1

31440

.5

Prepared by

--300# 300#

.--- -- -Material -

--

AlSl 316, graphite filled CS - centring-ISS inner ring Globe Valve Flgd Body: ASTM A1051A216WCBlWCC Trim: AlSl316, Stellite 6

-

1

S160

Gasket Spiral Wound

15

11

x

70


Checked by b

b


b

Approved by

Notes : I . UOM of Sizes are in rnm except Stud Bolts (Size I in inch & Size 2 in mm). 2. PIPE Quantities are in meters & all other Items are in Numbers.



lsowise Material Take Off J O Title ~

: Nimr Sludge Pits System upgrade - FED & DO

Area

: NlMR

J O NO. ~

: PAIP00405

Discipltne : Mechanical & Piping


Proj. Code : D Q

WBS

NO

: NIM.IN.09.011

:

D48183 / P48079


NIM-3-2144-025-DQ-3

lsowise M T O No. :

NIM-3-2144-525-DQ-4

MTO Rev. No.

:

0


1

1

76.62.11.070.1

11440

50

Blind Flange

ASTM A105

150#

2

1

76.62.11.074.1

11440

100

Blind Flange

ASTM A105

150#

p p p

3

1

85.41.36.314.1

11440

50

Gasket Spiral Wound

AISI 316, graphite filled CS centring-/SS inner ring

150#

4

1

85.41.36.320.1

11440

100

Gasket Spiral Wound

AlSl 316, graphite fiiled CS centring-/SS inner ring

150#

5

4

81.38.66.271.1

11440

,625

90


6

8

81.38.66.273.1

11440

.625

100


-

-


p p p

Prepared by

&=-

Checked by

Notes : I . UOM of Sizes are in mm except Stud Bolts (Size 1 in inch & Size 2 in mm). 2. PIPE Quantities are in meters & all other Items are in Numbers.

P


k

Ap roved by


Repofl printed on: April 12,201 1 5:29 PM

Isowise Material Take Off : Nirnr Sludge Pits System upgrade - FED 8 DD

J O Title ~

Area

: NlMR

J O NO. ~

: PAIP00405

Proj. Code :

WBS

NO


:


DQ

: NIM.IN.09.011

P481329

Isometric Dwg No. :

NIM-3-2144-027-DQ-3

Isowise MTO No. :

NIM-3-2144-527-DQ-4

:

MTO Rev. No.

0

MATERIAL FOR FABRICATION Class

-

Size 1

1

.5

74.36.33.026.1

33411

20

2

1

76.33.85.618.1

33411

20

3

1

76.65.80.402.1

33411

4

2

76.65.80.404.1

33411

Size2

-

Desuiptlon

'

Material

Pipe

ASTM A31 2-TP316L

S40S

Tee Reducing Bw

ASTM A403-WP316L

S40Sr S40S

15

Weld Neck Rf Flange

ASTM A182-F316

S40S

300#

20

Weld Neck Rf Flange

ASTM A182-F316

S40S

300#

15

- 1


hr.NO,

7

i

r- -1;:~y-g~.tii-

auiti~ MESC Number

~esuiptlon

---

--

-

,

~ate& -

-

---

F316lA351-CF8M Trim: AlSl

Prepared by Votes :

Checked by

*'

r

Approved by

.UOM of Sizes are in mm except Stud Bolts (Size I in inch & Size 2 in mm). 2. PIPE Quantities are in meters & all other Items are in Numbers.



lsowise Material Take Off -

j o b ~ i t l :~Nirnr Sludge Pits System upgrade - FED & DD

Area

: NlMR

J O NO. ~

: PAIP00405


Station :

Proj. C o d e : DQ w6.s

: NIM.IN.09.011

NO

:


NIM-3-2144-028-DQ-3

lsowise M T O No. :

NIM-3-2144-528-DQ-4

:

M T O Rev. No.

i--

6481024

0

1

MATERIAL FOR FABRICATION Description

Material 1 - -

-

2

2

76.30.42.628.1

11440

80

Elbow 90 Deg Bw

ASTM A234-WPB

S80

3

1

76.62.78.362.1

11440

80

Weld Neck Rf Flange

ASTM A105

S80

I

150#

MATERIAL FOR ERECTION Description

--

-1

I

5

1

85.46.03.082.1

1

11440 180 I

1

I

81.38.66.273.1

Prepared by

11440

&

325

Material

- - -

1 100

-

llnsulating Gasket

/ GRE G I 0 - Mylar

Stud Bolt Wlth Nuts Flange


Checked by

@

/

150#

/

k

Approved by

Notes : I . UOM of Sues are in mm except Stud Bolts (Size I in incb & Size 2 in mm). 2. PIPE Quantities are in meters & aU other Items are in Numbers.



1


: Nimr Sludge Pits System upgrade - FED & DD

Area

: NlMR

J O NO. ~

: PAIP00405


Station :

:

8481025

Isometric Dwg No. :

NIM-3-2144-029-DQ-3

Proj. Code : DQ

lsowise MTO No. :

NIM-3-2144-529-DQ-4

WBS

MTO Rev. No.

NO

: NIM.IN.09.011

I

:

0

MATERIAL FOR FABRICATION Material -

1

3

74.30.03.109.1

11440

80

Pipe

ASTM A106-6

S80

2

2

76.30.42.628.1

11440

3

1

76.62.78.362.1

11440

80

Elbow 90 Deg Bw

ASTM A234-WPB

S80

80

Weld Neck Rf Flange

ASTM A105

S80

150#


1 I

4

5

/I

85.46.03.082.1 81 38.66.273.1

/I

11440 11440

I

Prepared by

z%

/I 80 .625

I

I

100

1I Insulating Gasket

IGRE



Checked by

Notes : 1. UOM of Sizes are in mm except Stud Bolts (Size 1 in inch & Size 2 in mm). 2. PIPE Quantities are in meters & aU other Items are in Numbers.

S

I S80

G I 0 - Mylar

/

I

150#

/

1

A proved by

AF'PROVED FOR CONSTRUCTION


I


: Nimr Sludge Pits System upgrade - F E D & D D

Area

: NlMR

J O NO. ~

: PAIP00405

Discipline : M e c h a n i c a l & Piping


Proj. C o d e : DQ

WBS NO

: NIM.IN.09.011

8481031 NIM-3-2144-030-DQ-3

Isowise M T O No. :

NIM-3-2144-530-DQ-4

M T O Rev. No.

7..

:


:

0

7


1

6.5

74.30.03.071.1

31440X

50

Pipe

ASTM A106-B

S 80

2

1

76.30.34.608.1

31440X

50

Elbow 45 Deg Bw

ASTM A234-WPB

S 80

3

3

76.30.42.608.1

31440X

50

Elbow 90 Deg Bw

ASTM A234-WPB

S 80

4

1

76.30.81.608.1

31440X

50

Equal Tee Bw

ASTM A234-WPB

S 80

5

9

76.62.78.610.1

31440X

50

Weld Neck Rf Flange

ASTM A105

-1 I

k t j ~ ] ~ k & i t yM

I

E Number ~T i J-~izi

.-

MATERIAL FOR ERECTION --

1 I

Description

Material

--

1 - RXT-

Tag N%.--

-

.-

---

-- - -*

6

1

76.62.11.120.1

31440X

50

7

1

76.88.37.050.1

31440X

50

8

1

85.41.36.414.1

31440X

50

Gasket Spiral Wound


300#

9

2

NON MESC

31440X

50


Body: ASTM A1 82 F55 UNS N32760lA995 Grade 6A Trim: SDSS. PTFE

300#

31440X

/ ,625

/ 100

/Stud Bolt With Nuts Flange

~ A s T MA193-B7MIA194-2HM

31440X

,625

110



Blind Flange

'AsTM A105

-

-

300#

-

1

10 11

1

56 8

/

81.38.66.273.1 81.38.66.274.1

Prepared by

1

&

300#

Checked by&--=@

1

1

1-

k

Approved by

Notes : I . UOM of S u e s are in mm except Stud Bolts (Sue 1 in inch & S u e 2 in mm). 2. PIPE Quantities are in meters & all other Items are in Numbers.


Report printed on: April 13,201 1 10:21 AM

lsowise Material Take Off j o b Title


Area

: NlMR

Job NO.

: PAIP00405

Discipline : Mechanical B Piping Line Number

Station :

:

B481032

Isometric Dwg No. :

NIM-3-2144-031-DQ-3

Proj. Code : DQ

lsowise MTO No. :

NIM-3-2144-531-DQ-4

WBS

MTO Rev. No.

NO

: NIM.IN.09.011

:

0


74.30.03.071.1

/

1

8

2

3

31440X 150

/pipe

ASTM A106-B

76.30.42.608.1

31440X

50

Elbow 90 Deg Bw

ASTM A234-WPB

S 80

3

1

76.30.81.608.1

31440X

50

Equal Tee Bw

ASTM A234-WPB

S 80

4

8

76.62.78.610.1

31440X

50

Weld Neck Rf Flange

ASTM A105

S 80

300#


5

1

1

1

1

I

6

1

76.62.11.120.1

/

76.88.37.050.1

1

31440X 150

1

31440X

I

1

I

1 Blind Flange

I

I

I

/50 lspectacle Blind -

ASTM A105

I

/ASTM A51 6-60165f70

/

300#

7

1

85.41.36.414.1

31440X

50

Gasket Spiral Wound


300#

8

2

NONMESC

31440X

50



300#

9

48

81.38.66.273.1

31440X

325

100



31440X

.625

110


Prepared by

Cheeked by

Notes : I . UOM of Sues are in mm except Stud Bolts (Sue I in inch & S u e 2 in mm). 2. PIPE Quantities are in meters & all other Items are in Numbers.

Repod printed on: April 13, 201 1 10:21 AM

ld$

1

gi

Approved by

1APPROVED FOR CONSTRUCTION I


: Nimr Sludge Pits System upgrade - F E D & D D

Area

: NlMR

Job NO.

: PAIP00405

Discipline : M e c h a n i c a l

Line Number Station

Proj. C o d e : D O

WBS

NO

: NIM.IN.09.011

Piping

B481036


NIM-3-2144-032-DO-3

lsowise MTO No. :

NIM-3-2144-532-DQ-4

MTO Rev. No.

I

:

8

:

0

7


1

26.5

2 3

/

74.30.03.071.1

11440

150

5

76.30.42.608.1

11440

50

3

76.30.81.608.1

11440

50

4

3

76.62.78.360.1

11440

5

2

76.62.78.610.1

31440

--

1 pipe

I

ASTM A106-B

S80

Elbow 90 Deg Bw

ASTM A234-WPB

S80

Equal Tee Bw

ASTM A234-WPB

S80

50

Weld Neck Rf Flange

ASTM A105

S80

150#

50

Weld Neck Rf Flange

ASTM A105

S80

300#

I


1

G I

176883707011

11440

150

7

3

85.41.36.314.1

11440

50

Gasket Spiral Wound


150#

8

1

77.00.25.008.1

11440

50

Ball Valve RB Flgd.

Body: ASTM A105lA216WCBIWCC Trim: AlSl316, PTFE

150#

4

81.38.66.271.1

11440

,625

90

Stud Bolt With Nuts Flanae


4

81.38.66.273.1

11440

,625

100



/Spectacle Blind

-

9

Prepared by

&

Checked by

Notes : I . UOM of Sizes are in mm except Stud Bolts (Size I in inch & Size 2 in mm). 2. PIPE Quantities are in meters & all other Items are in Numbers.

d

1 ASTM A516-60165770

1

1

k

pproved by




Nimr Sludge Pits System upgrade

Area

: NlMR

Job NO.

: PAIP00405

- FED 8 D D

Discipline : M e c h a n i c a l 8 Piping Line Number

8481039


NIM-3-2144-033-DQ-3

Proj. Code : D Q

lsowise M T O No. :

NIM-3-2144-533-DO-4

WBS

M T O Rev. No.

NO

Station :

:

: NIM.IN.09.011

:

1


1

63.5

1

74.30.03.071.1

1

J

11440

1 pipe

/ 50

0

ASTM A1 06-8

2

5

76.30.42.608.1

11440

50

Elbow 90 Deg Bw

ASTM A234-WPB

3

2

76.62.78.360.1

11440

50

Weid Neck Rf Flange

ASTM A1 05

S80


1

/

76.88.37.010.1

/

11440

150

3

85.41.36.314.1

11440

50

1

77.00.25.008.1

11440

50

7

4

81.38.66.271.1

11440

525

8

4

81.38.66.273.1

11440

525

I

1

I

,

l~pectacleBlind I

I

6

/

Prepared by

$;

I

I

all Valve RB Flgd.

I ~ o dASTM ~ : A105/A216WCBNVCC Trim: AlSl 316, PTFE

90



100


ASTM Al93-B7MiA194-2HM

Checked by

FJ-

1

150#

/

I

AlSl 316, graphite filled CS Icentring-/sS inner ring

1 1

, ASTM A51 6-60/65/70

Gasket Spiral Wound

-

IP

Approved by



Reporl printed on: April 12,201 1 5:29 PM

lsowise Material Take Off : Nirnr Sludge Pits System upgrade - FED 8 DD

job Title Area

: NlMR

J O NO. ~

: PAIP00405

Proj. Code :

WBS

NO


Station :

DQ

1

A48911

Isometric Dwg No. :

NIM-3-2144-036-DQ-3

lsowise MTO No. :

NIM-3-2144-536-DQ-4

MTO Rev. No.

: NIM.IN.09.011

:

:

0

7



1 2

.5

74.13.08.028.1

18011

25

3

1

76.06.85.034.1

18011

25

4

1

76.06.28.016.1

18011

25

15

Pipe


Tee Reducing Thrd

A S N A234-WPB

Coupling Thrd

ASTM A234-WPB

S80

(galvanised) S80

(galvanised) 5

1

76.06.66.008.1

18011

15

Plug Npt

ASTM A234-WPB

S80

(galvanised) 6

1

76.06.91.016.1

18011

25

Union Thrd

ASTM A234-WPB

S80

(galvanised)


I

Prepared by

5

Checked by

d

A


k

roved by


--


lsowise Material Take Off j o b Title


Area

: NlMR

J O NO. ~

: PAIP00405


Station :

Proj. Code : DQ WBS NO

: NIM.IN.09.011

D482612

Isometric Dwg No. :

NIM-3-2144-037-DO-3

lsowise MTO No. :

NIM-3-2144-537-DQ-4

MTO Rev. No.

1

:

:

0

1


2

26

74.30.03.149.1

11440

100

Pipe

ASTM A1 06-8

540

3

4

76.30.42.608.1

11440

50

Elbow 90 Deg Bw

ASTM A23dWPB

S80

4

5

76.30.42.645.1

11440

100

Elbow 90 Deg Bw

ASTM A234-WPB

540

5

1

76.30.81.645.1

11440

100

Equal Tee Bw

ASTM A234-WPB

540

6

2

76.30.88.157.1

11440

100

Tee Reducing Bw

ASTM A234-WPB

S40

7

4

76.62.78.314.1

11440

100

Weld Neck Rf Flange

ASTM A105

540

150#

11440

50

Weld Neck Rf Flange

A S T M A105

S80

150#

-

2

8

76.62.78.360.1

1-1:' C:1I

Sr. No. Quantity

T ' U N

50

-I-s~!

x

580


~ l a i i i ~ l T i i I? e

I

1 9 1

1

11440

1100

10

4

85.41.36.320.1

11440

100

Gasket Spiral Wound


150#

11

1

77.00.25.012.1

11440

100

Ball Valve RB Flgd.

150#

12

16

11440

/ .625

Body: ASTM A1 051A216WCBIWCC Trim: AlSl316. PTFE

1100

13

8

11440

,625

110

/

76.88.37.014.1

1

~escriptbn

(

/Spectacle Blind

-

/

81.38.66.273 1

1

1 ASTM A51660165170

I

Flange 81.38.66.274.1

Prepared by

-&-

Stud Bolt With Nuts S PIS B

Checked by

Notes : I. UOM of Sizes are in mm except Stud Bolts (Size I in inch & Size 2 in mm). 2. PIPE Quantities are in meters & all other Items are in Numbers.

d

ASTM Al93-B7MIA794-2HM

k

A proved by


Report printed on: A p r i l 12,201 I 5:29 P M


: Nimr Sludge Pits System upgrade - FED 8 D D

Area

: NlMR

Job No.

: PAIP00405

Discipline . Mechanical 8 Piping


Proj. C o d e : DQ

WBS NO

: NIM.IN.09.011

:

D482625


NIM-3-2144-038-DQ-3

lsowise M T O No. :

NIM-3-2144-538-DQ-4

M T O Rev. No.

:

0


2

65.5

74.30.03.149.1

11440

100

Pipe

ASTM A106-B

6

76.30.42.645.1

11440

100

Elbow 90 Deg Bw

ASTM A234-WPB

S40

S 40 .-

3

2

76.62.78.314.1

11440

Weld Neck Rf Flange

100

ASTM A105

S40

150#


Spectacle Blind

ASTM A516-60165170

I

AlSl 316, graphite filled CS centring=/SSinner ring

7 8

Ball Valve RB Flgd.

Body: ASTM A1051A216WCBNVCC Trim: AlSl 316, PTFE

1

8

81.38.66.273.1

11440

,625

100



8

81.38.66.274.1

11440

-625

110



--.

Prepared by

Checked by

d

k

Approved by

Notes : I . UOM of Sues are in rnrn except Stud Bolts (Sue 1 in inch & Size 2 in mm). 2. PIPE Quantities are in meters & aU other Items are in Numbers.



Isowise Material Take Off : Nimr Sludge Pits System upgrade - F E D 8 D D job ~ i t l ~ Area

: NlMR

.job NO.

: PAIP00405


Station :

Proj. C o d e : DQ

WBS

NO

:

Line Number

: NIM.IN.09.011

Isometric Dwg No. :

NIM-3-2144-039-DQ-3

Isowise M T O No. :

NIM-3-2144-539-DQ-4

M T O Rev. No.

:

-MATERIAL FOR FABRICATION ---

Material

. -

1

7

-

-

0

p p --

-

- -- - - -

---

74.30.03.071.1

31440X

50

Pipe

ASTM A106-B

S 80

2

1

76.30.42.608.1

31440X

50

Elbow 90 Deg Bw

ASTM A234-WPB

S 80

3

1

76.30.81.608.1

31440X

50

Equal Tee Bw

ASTM A234-WPB

S 80

4

11

76.62.78.610.1

31440X

50

Weld Neck Rf Flange

ASTM A105

S 80


1

76.62.11.120.1

31440):

50

Blind Flange

6

1

76.8%37;050.1

3q440X

50

7

3

85.41.36.414.1

31440X

50

8

3

NON MESC

31440X

9

1

NON MESC

5

-

300#

--

ater rial-

ASTM A105

300#

Spectacle-Blind

ASTM A51 6-60165170

300#

Gasket Spiral Wound


300#

50



300#

31440X

50

Check Valve Flgd

Body: ASTM A182 F55 UNS N327601A995 Grade 6A Trim: SDSS. PTFE ASTM A193-B7MlA194-2HM

300#

10

80

81.38.66.273.1

31440X

,625

100


11

8

81.38.66.274.1

31440X

,625

110


Prepared by

-- --

-.

size 1

D482626

A'&=-

Checked by


k'

Approved by

Notes : 1. UOM of Sues are in mm except Stud Bolts (Sue I in inch & Size 2 in mm). 2. PIPE Quantities are in meters & all other Items are in Numbers.


Report p ~ t e on: d April 12,201 1 5:29 PM


N i m r S l u d g e Pits S y s t e m upgrade

- FED 8 D D

Discipline : M e c h a n i c a l & Piping

: NlMR

Job NO.

: PAIP00405

Station

Proj. C o d e : D Q

WBS

NO

:

Line N u m b e r

Area

: NIM.IN.09.011

D482627


NIM-3-2144-040-DO-3

lsowise M T O No. :

NIM-3-2144-540-DO-4

:

M T O Rev. No.

0


1

8.5

74.30.03.071.1

31440X

50

Pipe

ASTM A1 06-8

S 80

2

1

76.30.42.608.1

31440):

50

Elbow 90 Deg Bw

ASTM A234-WPB

S 80

-

-

p p p

3

1

76.30.81.608.1

31440X

50

Equal Tee Bw

ASTM A234-WPB

S 80

4

11

76.62.78.610.1

31440X

50

Weld Neck Rf Flange

ASTM A105

S 80

-

300#


1

7662111201

31440X

6

1

76 88 37 050 1

31440X

7

3

8541364141

31440X

8

3

NONMESC

-1 9

5

50

Bllnd Flange

~ASTMA105

50

Spectacle Bl~nd

ASTM A51 640165170

300#

50

Gasket Splral Wound

AlSl 316, graph~tefilled CS centnng-ISS Inner nng

300#

31440X

50


Body A S N A182 F55 UNS N327601A995 Grade 6A Tnm SDSS. PTFE

300#

NON MESC

31440X

50

Check Valve Flgd

300#

81 38 66 273 1

31440X

625

100

Stud Bolt Wlth Nuts Flange

Body ASTM A182 F55 UNS N32760lA995 Grade 6A Trim SDSS, PTFE ASTM A193-B7M/A194-2HM

81 38 66 274 1

31440X

625

110

Stud Bolt Wlth Nuts SPlSB

-

10

80

11

8 1

Prepared by

300#

-

ASTM A193-B7MIA194-2HM FI

&g--

Checked by

4

lp(

Approved by

Notes : 1. UOM of Sizes are in mm except Stud Bolts (Size 1 in inch & Size 2 in mm). 2. PIPE Quantities are in meters & all other Items are in Numbers.


Report printed on: A p r i l 12,201 1 5:29 PM

Isowise Material Take Off : Nirnr Sludge Pits System upgrade - FED & DD job ~ i t l ~

Discipline : Mechanical & Piping Line Number

Area

: NlMR

job NO.

: PAIP00405

Station :

Proj. Code : DQ

WBS

NO

: NIM.IN.09.011

:

Isometric Dwg No. :

NIM-3-2144-041 -DQ-3

lsowise MTO No. :

NIM-3-2144-541-DQ-4

MTO Rev. No.

I

D482624

:

0

1


3

1

76.30.34.608.1

11440

50

Elbow 45 Deg Bw

ASTM A234-WPB

S80

4

2

76.30.42.608.1

11440

50

Elbow 90 Deg Bw

ASTM A234-WPB

S80

/Equal Tee Bw

(ASTM A234-WPB

/ SBO

1

Equal Tee Bw

ASTM A234-WPB

Reducer C o n c . 0 ~

ASTM A234-WPB

1

-

1 5 (

1

11440

(50

6

2

76.30.81.628.1

11440

80

7

1

76.30.66.237.1

11440

80

l

1

1

76.30.81.608.1

/

/ 50

6/7662783601/

11440

150

l ~ e l Neck d Rf Flange

~ASTMA105

1 SBO

9

3

76.62.78.362.1

11440

80

Weld Neck Rf Flange

ASTM A105

S80

150#

10

1

76.62.78.610.1

31440

50

Weld Neck Rf Flange

ASTM A105

580

300#

a

1

150#

1

1

1

1


11

1

76.62.11.070.1

11440

50

Blind Flange

ASTM A105

150#

12

1

76.62.11.072.1

11440

80

Blind Flange

ASTM A105

150#

13

5

85.41.36.314.1

11440

50

Gasket Spiral Wound


- --

150# ---

.-

14

4

85.41.36.318.1

11440

80

Gasket Spiral Wound

AlSl 316. graphite filled CS centring-ISS inner ring

150#

15

1

77.00.25.008.1

11440

50

Ball Valve RB Flgd.

Body: ASTM A1 05lA216WCBNVCC Trim: AlSl 316, PTFE

150#

Ball Valve RB Flgd.

Body: ASTM A1 05lA216WCBNVCC Trim: AlSl 316.

Check Valve Flgd

Body: ASTM A1 051A216WCBNVCC Trim: AlSl316. Stellite 6

.--

77.10.05.008.1

11440

50

81.38.66.271.1

11440

,625

90

Stud Bolt With Nuts /Flange


11440

1.625

1100

/Stud Bolt Wtth Nuts Flange


81.38.66.273.1

Prepared by

/

+&

1

Checked by

d

r

I

1

v

Approved by

Notes : I . UOM of Sizes are in mm except Stud Bolts (Sue 1 in inch & Size 2 in mm). 2. PIPE Quantities are in meters & all other Items are in Numbers.

/APPROVED FOR CONSTRUCTION


-

/



Area

: NlMR

Job NO.

: PAIP00405

Discipline : Mechanical & Piping Line Number

Station :

Proj. Code : DQ

WBS

NO

: NIM.IN.09.011

C--I-[.-

SpNa ~ u a n i G AAESC Number

1

1

1

1.5

1

74.30.05.028.1

CI-

/

NIM-3-2144-043-DQ-3

lsowise M T O No. :

NIM-3-2144-543-DO-4

120

:

0


Size 1

11412

D482643

Isometric Dwg No. :

MTO Rev. No.

--

:

Size2

/

Description --

1 pipe

--

I

Material -

-. --

.

-

1

ASTM A106-B

2

2

76.30.40.574.1

11412

20

Elbow 90 Deg Bw

ASTM A234-WPB

S80

3

1

76.29.46.192.1

11412

50

Reducer Conc.Bw

ASTM A234-WPB

540 x Sf30

Prepared by

&

I

Checked by

Notes : 1. UOM of Sizes are in mm except Stud Bolts (Sue 1 in inch & S u e 2 in mm). 2. PIPE Quantities are in meters & all other Items are in Numbers.



Electrical Scope of Work


Specification for 4 15V Junction Boxes For Nimr Sludge pit system upgrade -FED 1 DD Project No PAIP00405 WBS NO.C.OM. NIM. IN. 09.011 Contract No.: C 3110606

AVME Code : 4.16.6 Criticality rating: 4

WorleyParsons - Arabian lndustries (JV)

I

I

I

I

I

I

I I WPAl Document No.:

PAIF004051RQ1402

This document has been prepared for the titled project or named part thereof and should not be relied upon or used for any other project without an ~ndependentcheck being carried out as to its suitability and prior written authority of WPAl being obta~ned WPAl accepts no responsibility or liability lor Ihe consequences of this document being used for a purpose other than the purposes for which it was Cornm~ssioned. Any person u s i n g or relying on the document for such other purpose agrees, and will by such use or reliance be taken l o confirm his agreement lo indemnity WPAl for all loss or damage

'

Nimr Sludge pit system u p g r a d e - F E D I DD

PAIP00405/RQ/402- Rev. B

Specification for 415V J u n c t i o n Box

P a g e 2 of 6

TABLE OF CONTENTS

Scope of supply . Specification

-

-

-

-

Quality requirements

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

.

-

.

-

-

.

.

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

.

-

-

-

-

-

Attachments Attachment- 1 Junction Box G.A Drawing (415V power supply J.B)) Attachment-2 Junction box G.A Drawing (Lighting J.B)

PAIP00347/R0/4DIR e v .

o

W o r l e y P a r s o n s - Arabian Industries (JV)

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

3-

3-

4 -

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

Nirnr S l u d g e pit system upgrade -FED I DD

PAIP004051RQl402- Rev. B

Specification for 415V Junction Box

P a g e 3 of 6

1. SCOPE OF SUPPLY

This specification covers the minimum requirements for the supply of 415V Junction Box for Nimr Sludge pit system upgrade -FED 1 DD Project of Petroleum Development Oman LLC (PDO), hereafter referred to as the Company1 Principal.

Junction box Ex'e' type suitable to mount on steel structure complete with drilled gland plate, cable glands, blanking plugs and terminals as detailed below. Application Explosion protection Ingress protection Hous~ngmaterial Gasket Terminals Earth Terminals Earth Continuity Cable glands and blanking plug

: 415V Pow? Supply Distribution in Hazardous area, Zone-2. : EExe IIC T6 : IP 65 as per IEC 529 : Polyester resin Impact strength > 7Nm, Material self extinguishing and flame resistant : EPDM : 8 Nos. for 240mm2 & 8 Nos. for 50mm2cable : 1 x 25 sq.mm + 3 x 2.5 sq. : Internal earth plate for metal glands : Refer Attachment-I

Cable entries shall be from bottom, Refer Attachment-1 for general arrangement, The JB shall be provided with following label 1 No. Power JB : 48-JB-001

Junction box Ex'e' type suitable to mount on steel structure complete with drilled gland plate, cable glands, blanking plugs and terminals as detailed below. Application Explosion protection Ingress protection Housing material

-Gasket I erminals Earth Terminals Earth Continuity Cable glands and blanking plug

: 415V Power Supply Distribution in Hazardous area, Zone-2. : EExe IIC T6 : IP 65 as per IEC 529 : Polyester resin Impact strength > i N m , Material self extinguishing and flame resistant : EPDM : 8 NOS. for 10mm' & 8 Nos. for 2.5 mm'cable : 1 x 25 sq.mm + 3 x 2.5 sq. : Internal earth plate for metal glands : Refer Attachment-2

Cable entries shall be from bottom, Refer Attachment-2 for general arrangement. The JB shall be provided with following labels

1

8 Nos. Area Lighting JB : FLP-1 To FLP-8 and 1 No. Shed Lighting JB : LTG JB-I

P A I P 0 0 3 4 7 / R 0 / 4 0 1 Rev. o

Worleyparsons - Arabian Industries (JV)

Nimr Sludge pit system upgrade -FED 1 DD



3.

Page 4 of 6

QUALITY REQUIREMENTS

The quality requirements for criticality rating .category 4 equipments are as below 3.1

A l requirements of SP-1171 and ISQ 900?:?000 shall be complied

3.2

Any non-compliance, deficiencies or defects revealed at any stage during execution of the supply shall be rectified 1 corrected by the Supplier at his cost and expenses.

3.3

All material certification shall affirm compliance with relevant Company technical specifications. Manufacturer shall have a quality system certified by a competent body established within the EC, and having undergone a specific assessment for materials.

3.4

Supplier shall esiablish a documented procedure for source/receiving inspection and verification of material certificates of all base materialslbrought out items used.

35

All material shall be ~nspectedby PDO on arr~valat Majan stores and any materlal ~f f'bund non n i n shall b e rejected conforming to the requirements of thls s p e c i f ~ c a t ~ ~total

PAIP003471R0/401 R e v

o

WorleyParsons

- Arabian

Industries (JV)

Nimr Sludge pit system upgrade -FED I DD

PAIP004051RQ1402- Rev. B P a g e 5 of 6


Attachment-? Junction Box G.A Drawing (415V)

PAIP00347/R0/401 Rev

o


JUNCTION BOX

1

NOTES:

I

1. LINKS BETWEEN TERMINALS AND CONNECTION

TO TERMINAL BLOCK SHALL BE PROVIDED BY THE VENDOR

2. TERMINAL

ARRANGEMENT SHOWN IS INDICATI\!I

1

TO AEON.

I

I

SHEET 1 OF 2 ONLY


3. VENDOR TO PROVIDE BARRIER BETWEEN PHASE TERMINALS PHASE TERMINALS. OR EOUIVALENT TYPE OF CABLE GLANDS AS SHOWN IN THE SKETCH. IN ADDITION VENDOR SHALL SUPPLY SUITABLE THREADED BLANKING PLUGS FOR 1 NOS OF 7 5 m m , 3 2 m m AND 2 5 m m CABLE ENTRIES EACH.

I/

4. VENDOR TO PROVIDE HAWKE 5 0 1 / 4 5 3

AND FORMS P A R T OF SCOPE OF

WorleyParsons - Arabian Industries (JV) CONTRACT NO

I

B

June ' i l

Kholid

A

MAY '11

Kholid

NMN

0

SEF '10

Kholid

KD

REV.

DATE

DRAWN

BY

REVISED & RE-ISSUED AS AFC LM APPROVED FOR CONSTRUCTION PVT ISSUED F O i i COMMENTS

I N . 0 9 . 0 1 1 OSE/28N l N . 0 9 . 0 1 1 OSE/28N SIGNATURE

DESCRIPTION

BY

P D 0 APPROVAL

PROJECT DRAViING REVISION

I

IN CASE OF DEVIATIONS A MARKEE UP PRINT SHALL E SENT' TO THE PROJECT ENGINEER i'd1biR

AREA

:

SUBAREA

: N I M R SLUDGE PIT AREA

SCALE : 0 1

DRWG

DESCRIPTION

I

PROJ. NO : PAIP-00405

P R O J . ENG.

CHECKEDAPPROVED

BY

. C3110606

:ELECTRICAL JUNCTION BOX 48-JB- 001

AREA CODE

2

ENG SECT

3

SERIAL I.1UMBER

4

CAD5 DRAWlNG 6 7

SHEET

P R O J DWG R E V CODE SIZE

'

Nimr Sludge pit system upgrade -FED IDD


Specification for 415V Junction Box

Page 6 of 6

Attachment-2 Junction Box G.A Drawing (Lighting 3.B)

JUNCTION BOX FOR AREA LIGHTING

NOTES:

SPECIFICATION: VOLTAGE RATING APPLICATION

I EXPLOSION PROTECTION

: 415V. 3ph. 5 0 H z

1. LINKS BETWEEN TERIvllNALS AND CONNECTION TO TERMINAL

: A R E A LIGHTING JB ON POLE SUITABLE FOR MOUNTING ON A CHANNEL POST/STEEL STRUCTURE

2 TERMINAL ARRANGEMENT SHOWN I S INDICATIVE ONLY.

:EEx d

IIC

BLOCK SHALL BE PROVIDED B Y THE VENDOR

3. VENDOR TO PROVIDE BARRIER BETWEEN PHASE TERMINALS.

16'

INGRESS PROTECTION

:IEC 6 0 5 2 9 IP 6 5

HOUSING MATERIAL

: POLYESTER RESIN IMPACT

4 . VENDOR

SHALL PROVIDE THREADED B L A N K E D HOLES WITH PLUGS FOR CABLE ENTRIES

OUANTITY : 8 NOS.

STRENGTH > 7 N m , MATERIAL SELF EXTINGUISHING AND FLAME RESISTAN1 GASKET

: EDPM

TERMINALS

: 8 NOS. 1 0 S a . m m

+

AND 1 N o 2 5 Sq.rnm EARTH TERMINALS

TO REON.

8 NOS. 2 . 5 Sq.rnrn + 4 Nos. 2 . 5 S q . r n m

EARTH CONTINUITY

:INTERNAL EARTH PLATE FOR METAL GLANDS

CABLE ENTRIES

: 2 x 2 5 rnm -t : 2 x 2 0 m m

LABLES

: FLP-1

0

AUG '11

?EV.

DATE

TO F L P - 8

ISSUED

Kholid DRAWN BY

CHECKEDAPPROMD BY

BY

I1

SHEET 2 OF 2

THIS C O M P L E T E DRAWING IS NEW AND F O R M S P A R 1 OF SCOPE OF PROJECT WBS# C.OM.NIM.lN.09.01 1

CONTRACT NO.: C3110606

FOR COMMENTS

PROJ. NO.: PAlP 00405

iN.09.011 O S E / 2 8 N P R O J LNG.

DESCRIPTION

SIGNATURE

hBS NO. P D 0 APPROVAL


IN CASE O F DE'v'IATIONS A MARKED UP PRINT SHALL BE SENT TO THE PROJECT ENGlNEERl

SUB AREA

:

DRWG.TYPE

:

DESCRIPTION

:

JUNCTION BOX A R E A LIGHTING


Specification of Outdoor Distribution Board For Nimr Sludge pit system upgrade -FED 1 DD Project No PAIP00405 WBS NO.C.OM. NIM. IN. 09.011 Contract No.: C 3110606

AVME C o d e : 4.10.2 Criticality r a t i n g : 3

WorleyParsons

1

Rev. N o

0

/ /

Dale

A

Sep 2010 May 201 1

B

Aug'2011

1 /

-


Description

Prepared

/

bv

I

KD

Issued for Comment Issued for Enquiry

Nasser %

-

I

Revised

8

Re-issued en", ,I"' Y- ) I

for

Checked

bv PVT

1 I

Approved by VvPAi

LM

,-.P- W

i

/

Pi30

OSEl29M

I

1

LM

,.

!,.A,.

.j. -

k; i,

WPAl Document No

/

PAIP004051RQ/401

This document has been prepared tor the tilled project or named p a n therfol and should not be ielied upon or used loi any other project without an indepenoent check being carried out as to its suitability and pr~orwritten authority of W P A I being obtained W P A l accepts no rfsponsibility 01 l ~ a b ~ l tor ~ t y the consequences ot this document being used for a purpose other lhan the purposes for which i t was c o r n m ~ s s o n e d A n y person usrng or relying on the document for such othei purpose agrees and will by such use or rellance be taken l o c o n i i i m his aoreement to Indemnity W P A l tor all loss or damage

P 0 Box-795. P o s t a l Code-133 A l - K h u w a ~ r S u l t a n a t e of Oman l e i +968 24473300 F a x 1968 2 4 4 7 3 4 0 0

1

Proj.: Nimr Sludge pit system upgrade - F E D I D D

PAIP004051RQ/401-Rev.B Page 2 of 7

Specification for outdoor Distribution board

T A B L E OF CONTENTS

Attachment

-

I - Technical Requ~rernents

Attachment

-

2 - Table of Cornpilance

Attachment

-

3 - Site C l ~ m a t ~8c Outdoor C o n d ~ t i o n s

Attachment

-

4

-

System Voltage a n d Frequency

Attachment

-

5

-

R e q u ~ s i t i o nfor Vendor E n g ~ n e e r ~ nDocuments g

Attachment

-

6

-

S ~ n g l eL ~ n eDiagram

Attachment

-

7 - Vendor t r a n s m ~ t t a Format l

Attachment - 8

-

S A P Plvl Format

PAllF710009810

Worley Parsons - Arabian Industries (JV)

Proj.: Nirnr Sludge p ~ st y s t e m upgrade - F E D 1 DD

PAIP00405lRQ/401 -Rev.B

Specification for outdoor D i s t r i b u t i o n b o a r d

Paqe 3 of 7

1. INTRODUCTION This specificatlcc covers the minimum requirements for the design, manufacture, assembly, Inspection, test~ng,supply, packing and dellvery of Outdoor Distribution board for N ~ m rSludge p ~ t

system upgrade F E D 1 DD Project of Petroleum Development Oman LLC ( P D O ) , hereafter referred to as the Company1 Pr~ncipal.

2 . SCOPE OF SUPPLY The \
Board

I

_--

Rating

Qty

Remarks

415V, 1 2 5 i % h + N 50Hz, 10 kA for

1 Nos

Refer S l n g i e T n d diagram (attachment 6)

lsec

3 . SPECIFICATION 3.1.

General Requirements

3 11

All equlprnent

materials and systems shall be d e s ~ g n e d manufactured tested

supplied In

accordance w ~ t hthe speclf~catlonand attached data sheets As a minimum equipment and the system supplied by the Vendor shall satisfy the requirements of t h ~ sspecification a n d also shall meet the working and operat~ngcondltlon requirements llsted In other sections of thls document such as data sheets 1 DEP 1 SP

3 ? 2

It shall be the responslbillty of the vendor to provide workimaterials in accordance w ~ t hthe best modern practice and nothlng wrltten or ~ m p l i e dIn thls speclf~cationshall relleve the vendor of h ~ s responslbllity for the qual~tyand soundness of the finished work, whlch must be adequate for the duty intended

3 I3

The Vendor shall be In possession of the latest Shell DEPs and PDO Speclflcatlon (SP) Nonavallablllty of these documents w ~ l not l be accepted as an excuse for non compliance The order of precedence shall be as follows =

Czcrzes a n d Laws of ?he Sultanate cf =man T h ~ sTechn~calspecificat~on/ContracUEnqu~ry Document

=

-

3 14

Specificatlons (SP) SlPM Design and Enoineerlno Practices (DEP's) lnternatlonal Codes and Standards

Unless alternative standards are speclflcally mentioned in the Spec~fications all m a t e r ~ a l sand equipment used and prov~ded for the Work shall be In accordance wlth SP

and DEP

recommendations Where no such recomrnendat~onexists then materials shall be In accordance with IEC or I S 0 or such other standards as ~nthe oplnion of the Company ensures a n equivalent

PA1IF710009B10

Worley Parsons

-

Arablan lndustr~es(JV)

Proj.: N i m r Sludge pit s y s t e m upgrade - F E D I D D

PAIP00405/RQ/401-Rev.6

Specification for outdoor D i s t r i b u t i o n b o a r d

Paqe 4 of 7

or hlgher quallty The standards used shall be the latest published at the time of tender 1 bld / offer submlsslon 3.2.

Technical requirements

32 1

The Incomlng and out golng feeder deta~lsfor D~strlbutlonBoard shall be as per t h e Slngle llne dlagram attached as attachment 6

322

The D~strlbut~on Board shall be deslgned for outdoor ~nstallatlon condrtlons as lndlcated In Attachment

3 2.3

-

3 and shall be suitable for outdoor structural m o u n t ~ n gtype

T h e Dlstr~butlonBoard shall be metal enclosed w ~ t hform-2 type constructton lncomlng and busbar shall be in separate compartments.

3.2.4

For motor feeders, ratings of contactor, overload relays & fuses shown in the single line dlagram are tentative Vendor shall select the components to conform to type-2 co-ordination as specifled in IEC 947-41 The non latchable contactor feeders for motors shall have restart facllrty wlth settable time delay The Internal wlrlng of the motor feeders shall be as per PDO standards

3.2.5

Cable entrles for all shall be from bottom The Dlstr~butlonBoard shall be provided wlth cable glands of H A W K E or equrvalent type for flxlng cables The lowest cable termlnatlon polnt shall not

be less than 200mm from the gland Gland plate shall be Non-rnagnetlc

326

Labelling on the Distribution Board shall conform to the followrng *

M a ~ nname plate as referred to in DEP 33.67 01.31 Gen. clause 5.1 1 Clrcuit labels as referred to In DEP 33.67.01.31 Gen. clause 5 1.2 (a) & (b) Distribution Board identrfication label

3.2.7

Palntlng and coating shall be to RAL 7036 in accordance with SP-1246 Part-I to 5 .

3.2.8

The distribution board shall be provided with IP55 protection

3.3

DrawinglDocurnents required along w i t h offer

3.3.1

The following drawings/documents shall be submitted for approval before manufacturing Filled In requisit~ondata sheets attached under (Attachment-I) Fllled In Table of Compliance attached under (Attachment-2) General arrangement drawing with dimensions for the Power Dl3 Single line d~agrams *

i r s i of commiss~oningspares w ~ t hquantity

List of a n y _zpecial!on13 or a c c ~ s s n r i e srequired fcr ins!zl!atinn Schedule for design, manufacture and supply 'Type lest cefliilcaie ior similar Power DB. 3.3.2

All drawings and documents shall be submitted as per the RED (Refer attachment-5) form enclosed wlth the requisition Final certified drawings and transparencies (or floppies) shall be submitted after agreement and incorporation of all comments made by the principal / consultant

3.3.3

Otler shall ~ncludecommission~ngspares. Similarly the list of spare parts requlred for t w o years of

operatton shall be offered as a separate item in the quotation Manufacturer to complete and

PANF710004B10

Worley Parsons - Arablan lndustrles (JV)

Proj.: Nirnr Sludge pit s y s t e m upgrade -FED ID D Specification for o u t d o o r D i s t r i b u t i o n b o a r d

--

.-.-

Page 5 of 7 p p

subm~tthe E-SPIR form SPlR form SPlR forms shall be collected by the successful bidder from PDO as described In DEP 70 10 90 1 I - G e n Spare parts Manual Clause 1 3 2 The equipment shall be suitably packed for transportation 8 s u b m ~ tthe packing deta~ls for

3.3.4

purchaser approval

4. APPLICABLE STANDARDS The applicable PDO Documents, Codes and Standards are listed below.

Electrical Engineering Guide lines

SP-1103

...(Amendment to DEP 33.64.10.10-Gen)

Speclficatlon for LV Switchgear and Control Assembl~es Specification for Testing and Commissioning of Electrical Equipments.

1 )

SP-2047

1

Preparation and Content of Engineering Drawings

SP-1285-E

Specification for Civil and Building Utlllty Serv~ces

SP-1l0i

Electrical Protection System

L

Electrical Standard Drawing

Specification for Quality Assurance of Design, Construction and Engineering Works

Engineering standard specification for painting and coating systems for oil & gas facilities

1 1 5.

Spare Parts and Interchangeability Record

SP-1099

Electrical Installation Practice

DEP 33.64.10 10-GEN

Electrical Engineering Design

DEP 33.67.01 31

/

1

, I

Low voltage switchgear and controlgear assemblies

QUALITY REQUIREMENTS

The quality requirements for criticality rat~ng,category 3 equiprnents are as below. 5.?.

All requirements of SF-1171 and I S S 3 0 0 1 2 0 0 0 shall GE complied in all phases o i iht. Sel-v~ce

5.2.

Any non-compliance, deficiencies or defects revealed at any stage during e x e c u t ~ o nof the supply shall be rectified 1 corrected by the Supplier at his cost and expenses

5.3.

All material certification shall affirm compliance with relevant Company technical specifications Manufacturer shall have a qual~tysystem certified by a competent body established within the EC, and having undergone a specific assessment for materials

PAlIFT10009B10


Proj.: Nirnr Sludge pit system upgrade - F E D 1 DD Specification for outdoor Distribution board

Suppller shall establish a documented procedure for sourceirecelvlng inspection a n d ver~fication

5.4.

of material cert~ficatesof all base mater~alslbroughtout Items used The Vendor shall submit quallty control plan In accordance with SP-1171 for

5.5.

purchaser's Q A Managerilrispecior

approval of

The quallty coritroi plan shall cover all p h a s e s o i desrgn,

manufacture, ~nstallation8 testing Including list of all applicable standards, planned d a t a for each test, ev~dence of compliance w ~ t h I S 0 9001, Identify Hold, Witness, Review, Monitor, and Surveillance points for confirmation to purchaser 5.6.

The vendor shall seek prior approval of Sub-Suppl~erlist from W P A l /PDO, if outside

the

PGSC

List

5.7.

All necessary facilities shall be extended by vendor to the purchaser for witnessing t h e functional or final tests as per clause number 6 b e l o w The Equipment /Material shall be certified by the t h ~ r dparty inspection agency (TPI) arranged by

5.8.

PDO TPI shall issue certificate as required by SP-1171

5.9.

Vendor shall furnish ~ n s p e c t ~ oreports n as per R E D form attached with the requisition

6. TESTING AND INSPECTION 6.1.

Type test certificates for s ~ m ~ l a equlprnent r shall be prov~dedw ~ t hthe offer.

6.2.

The D~stributionBoard shall be tested at Manufacture's works for routine test as p e r cl 8.00 of DEP 33 67.01.31-GEN (only applicable clauses) The Vendor shall s u b m ~ tWorks Inspection Test Procedure for all the inspection 8 tests to be conducted at Manufacturer's work All test reports shall be submitted for company's approval before dispatch the DB

6.3.

Equipment shall be dispatched from the manufacturer's factorles only after the factory tests, approval of pack~ngltransporldetails & dispatch clearance granted by the Purchasers

7. SPECIAL TOOLS The Vendor shall recommend and Include special tools which may be requlred for the ~nstallation, operation 8 maintenance of the equipment b e ~ n gsuppl~ed A l ~ s tof special tools 8 tackles shall be suppl~edwith the offer

8. WARRANTY Warranty for equipment shall be in accordance with applrcable, relevant DEP/ SP

9. PACKIKG, TRANSPORT 8 SHIPMENT Packing, transport & shipment shall be In accordance with DEP 33.67 51.31 & SP-1120 a n d packlng i forwarding details to be approved by purchaser prior to d~spatch

10.DELIVERY, INSURANCE & PAYMENT TERMS

PAllF710009810


Proj.: Nimr Sludge pit system upgrade - F E D 1 DD Specification for outdoor Distribution board

PAIP00405/RQ/401-Rev.B Paqe 7 of 7

Delivery, Insurance 8 payment terms shall be In accordance w ~ t h t h e c o m m e r c ~ a l part of the r e q u ~ s ~ t i opurchase nl order.

PAIIFTIOOOYBIO

Worley Parsons - A r a b ~ a nlndustr~es(JV)

Nimr Sludge pit system upgrade Specification for Outdoor D~stributionb o a r d s

ATTACHMENT TECHNICAL REQUIREMENTS


-.

R e q u ~ s l t i o nsheet f o r DISTRIBUTION B O A R D

Contr Job No MESC No

PAIP00405

I

1 I

REQUIREMENTS AND COND1710NS General

L

: DEP 33 67 01 31-Gen, SP-1121,SP-1107 : F REFER SLD UNDER ATTACHMENT 6

3 4

Spec~ficrequirements Schedule

5 b

Power system type Rated curlent of busbar system Rated shorl iime withsiand current

7 8

9

w

f

f

t

j

T N - S I 415V. 3Ph+N, 4 wire 125A 10kA for 1 Sec

S e r v ~ c ec o n d ~ t ~ o n s Specla1 sewlce c o n d ~ t ~ o n s

: ~ l t r o p i ~ a l / ~ o u l d o o r s

: NIL : metal : structuraiHkef4%4

m, rnultl-box- 1

1 0 Type of e nclosure 11 T V D 01 ~ mountlna 12 Framework required

15 Language on documents

: : : :

16

: English1

13 Type of fuses 14 Inspection requ~red on equ~prnent

Cable entr~es

yes 1WW%4HRC

i n c o m ~ n gbe low^

w i n o

Cable gland plate

Engl~shl

Glands requ~red

: outgoing b e l o w b b w e : Mundrilled : yes*

Glands type

: weather proof double compression

I

INFORMATION TO B E SUBMITTED BY MANUFACTURER WITH THE QUOTATION

20

-

21 Make a n d type 22 Shod circuit strengu?

hA rms 1s d y n a m ~ c

7 hermal

hA crest

23 Type of enclosure 24 Type of rnount~ng 25 Degree of protection 26 R a ~ ncanopy 27 Total mass of equ~pment

IP 55 : w / n o

28 Specified tender document attached 29 Any deviat~onstrom specification 3 0 ( I + yes, Ihst deviations)

: yes Ino : no

-

k !2

31

45

SPECIAL REQUIREMENTS AND REMARKS

46

47

1

Panel shall be constructed in form-2 configuratron

48

49 2

Live parts Inside the c u b ~ c l eshall have mln degree of protection

50

of IP-20 when the door is open

(

0 A

-

REMARKS ON REVISIONS ISSUED FOR COMMENTS ISSUED FOR ENQUIRY

KD

Made by I

1

I

Rev letter lE&fFiviEi
GUTDGGR D i S i i E U i i G N E G i i i i

Checked by

I

O

II

Date PLANT

Signature PETROLEUM DEVELOPMENT OMAN LLC

//4 5lEno by WorleyParsons O m a n Engineering L L C

Prlnc~pal PETROLEUM DEVELOPMENT OMAN LLC DEP 33 67 01 94-Gen sheet 111 0312002

I I

M A Y ' ?1 L

1

Ka

I

Sheet No

A

I

SEP'10

NlMR SLUDGE PIT AREP

Apur by

I

1

I

cont'd on sheet -

l E q u ~ p m e n lNo Req No PAIP00405R0/401

I

Nirnr Sludge pit system upgrade PAIP004051RQ1401

Specificat~ontor Outdoor Dlstr~butionboards

ATTACHMENT - 2 TABLE OF COMPLIANCE

WorleyParsons

- Arabian industries (JV)

Nimr Sludge pit s y s t e m upgrade Specification for Outdoor Distribution boards

Attachment-2

PAIP004051RQl401

TABLE OF COMPLIANCE The Vendor shall conflrm below that he has accepted all the clauses conta~ned in the specificat~onor otherwise made clarificat~onsor exceptions as furn~shedbelow -

Spec ~ e f Paragraph --

Conform

Alternati\les

Noted

YIN

Yrn

Y/nl

-

CIai lflcation

1

2 -

311 312 3 13 314 --

321

322 323

324

325 326 327 328

I

I

331

332 --

-

333 334 4 p p

51

I I

G L '7

4

53

I

--

I---

54

55

I

56 57 58

59

WorleyParsons

-

Arabian Industries

(5\3

Nimr S l u d g e pit s y s t e m upgrade Specification for Outdoor Distribution boards

S p e c . Ref Paragraph

Conform

Alierna tives

Attachment-2

PAIPO 0405/RQ/401

Clarification

ATTACHME NT-3 AT-TACHME NT-4 ATTACHMENT-5 ATTACHMENT-6 ATTACHMENT-7 -

ATTACHMENT-8 ATTACHMENT-9

PAlffT/OUO9B/I

\?iorleyParsons

-


Nirnr S l u d g e pit s y s t e m upgrade

Spec~ficationfor Outdoor Distribut~onboards

ATTACHMENT - 3 SITE CLIMATIC & INDOOR CONDITIONS


PA1 P00405/RQ/40 t

Nimr Sludge pit system upgrade

PAlP004U5/RQ1401

Specification for Outdoor Distribution boards

Attachment

SITE CLIMATIC AND INDOOR CONDITIONS ( E X T R A C T FROM S P - I 103)

Maximum black bulb temperature

82

"C

Peak shade temperature, two hours

60

"C

Continuous ambient temperature

55

"C

Minimum average ambient temperature

"C 25 "C 5

:

Maximum daily variation in temperature

98%

Maximum relative humidity

Maximum ground temperature at various below-grade-levels 35 "C @ 800 mm

3 8 "C@ 650 mm 40 "C @ 500 mm Minimum ground temperature

20 "C @ 1000 mm below grade

Soil Thermal Resistivity

240

Maximum infrequent heavy rainfall

"CcmiW

25 mmlhour

No earthquakes Elevation not greater than

120 m A S L

Maximum lsokeraunic level

10 days per annum

Maximum 3 second gust wind speed

122 kmlhour

Solar rad~ation

120 mWIcm !

Local conditions are character~sedby frequent sand storms when the atmosphere becomes heavily laden with dust particles. Rain is infrequent but is often comb~nedwith hail a n d sand storms At certa~ntimes of the year early morning dew occurs. Equipment installed outdoors shall be designed for operation in the environment stated above. For continuous temperature rating of such equipment, reference shall be made to the various equipment DEPs and SPs.

2.

INDOOR CONDITIONS

Indoor conditions exist inside control rooms, switch rooms, substat~ons,battery rooms etc. and such rooms are considered to be air-conditioned (redundant svstern) Inside temperature is maximum 25°C with all units operating and 35 "Cwith one unit out of service.Equipment nstalled in such rooms shall be specified for a continuous operatins temperature of 40 " C , and at 50 "1: for two hours in one day

PAlIF110009E1 I

\VorleyParsons

-

Arabian Industries ( J \ 3

-3

Nirnr Sludge pit s y s t e m upgrade

Specification to! Ouidoor D i s t r ~ b u t i o nboards

PAIP00405/RQ/401

ATTACHMENT - 4 SYSTEM VOLTAGE AND FREQUENCY

WorleyParsons

- Arabian

Industries (JV)

N i m r Sludge pit system upgrade

PA1P00405IRQl401

Specification for Outdoor Distribution b o a r d s

Attachment - 4

(A) SYSTEM VOLTAGE AND FREQUENCY (Extract from S P - I 103) 1.

STANDARD \IOLTAGES7 FREQUEI\'C\' A P D HEUTRAL EARTHING

a)

Frequency

:

5OHz

b)

High voltage

:

132 kV

3 phase

solidly earihed

c)

H i ~ hvoltage

:

33 kV

3 l~hase

sol~dl!: eanhed

dj

High \~oltage

:

I I kV

3 phase

resistance earthed (see note I . 2. 3)

e)

High \ioltage

:

6.6 kV

3 phase

I-esistanceearlhed (see note I . 2)

1)

Low \joltage

:

4351240 V

3 phase R. neutral

solidl!, earthed

1 For d ~ s l n b u l i o nsyslems. the eanh fauli cui-reni shall be I~miiedio appro\in?aiely he nomii1ai cunenl of [he supply rqulpmenl

Notes

? For generators and motor unil rransformirs ilie rani1 r a u l i r u n e n i shall be lirniled lo SA

3 The use of 1 1

2.

tV should be limited io ring c!icu!ts lor camps

SUPPLY VARIATIONS

a)

b)

Stead!; slate: :

-

FI equency

:

+2

:

-

%

Dynamic: Voltage

3.

+ 10% at a voltage of 132 k\i and * 5 % at \loitages beIo\v I32 k\l

\ioltage

+ 15% at corn~l-ionbuses.

EQUlPRlENT OPERATJNG \'OLTA G E S

Equipmen1 shall be suitable for operation

31

1l7r iollo\\,ing \~olrages

BJ unii ~rarisforrnerf1on-i 33 k\i or 132 k V

a)

Motors above 2200 k W

b)

Motors 185 kW-2200 k W :

6 6 l;\J (sce note I helow)

c)

Motors u p to I 6 0 k\h'

411 \I

d)

Lighting supply

41 51240

e)

Lighting systems

240 \). phase & neutral

f)

Instruments (non-vital)

g)

lnstrumenls (\;ital)

2 4 0 \ I . phase & neutral (see notc 2)

h)

Instruments (vital)

24

i)

Welding outlets

41 1 \I: 3 phase 8: n e u l ~ a i

j)

Convenience outlets

240

kj

Sii-iictigt~rciosiiig

I I

1)

S\vitch_eear tripping

I I O\l DC floating

.

:

:

m) E:ectrical S C A D A system : Nores

240 \ I . phase & neutral

\I

u

DC floaling

\I:

phase R: neutral

v IJL

,,

~~uating

4 8 \I DC pos~tiveeanli

1 P r e f e n e d voliage for HV n ~ o i o r sis 6 h ?

3 phase & ~ ~ e u ~ r a l

\I:

).;I,

Supply from Uninierruplible Power Sliplil! S ! . S I P I ~(LIPS)

PAI~FTIOO~I~BII

M1orleyParsons - Arabian lndustt-ies ( J V )

N ~ r n rSludge pit s y s t e m upgrade

Specificat~onfor Outdoor Distribution boards

ATTACHMENT - 5 REQUISITION FOR VENDOR ENGINEERING DOCUMENTS


REQUISITION FOR ENGINEERING DOCUMENTS

"RED"

form

T h e l o l l o w ~ n gaddresses shall b e inserted by Sellel In the relevant space on !he Approval D ~ a w ~ nSgp e c i f l c a t ~ o n ( A D S ) l r o m D L P 05 0 0 54 81 G e n or t h e F ~ n aDrawing l Specrl~cation ( F D S ) l o ~ m D L P 0 5 0 0 54 8 2 G e n P u r c h a s ~ n( P~r o c u r e m e n t ) Otfice

Princ~pal

Dslr~bul~ OHICE ~ n iNote2)

-

Petrollurn Development O m a n L L C Ann

P 0 B 8 1 , P o s t a l C o d e 113 Muscat Sultanate 0 1 O m a n

N o m i n a t e d Inspector b t l o l ~pre m a n u t a c t u r l n g m e e t i n g

r Approval W i t h l n

2 week.s 01 o r d e r p l a c e m e n t

pproval d r a w ~ n g s i F i n a ld r a w ~ n g st o b e approval Iorder placemen1

brnitted under cover of a n A D S form1 S form respectivelv

c u m e n t s shall b e s u b m i t l ~ dt o

Refer Note Single Line D i a g r a m s

3(

Schematics D r a w i n g s

1

Ell of Materials

3

(

ent Data s h e e t s

31

G e r ~ r r aArrangement l Drawings

3

l n s t a l l a t ~ o nDetalts

3

1

11 3 1 3 1) 3 11 3

below

Refer Note 5 below

1

11 3 1 3

E - S P I R plus 1 p r ~ n t e dcopy a s per P R - 1 4 4 3

Distribution Otfice ( W P A I ) by Vendor IS u b - c o n t r a c l o r

3

l ~ i t h i n 6 w e e k s of order placement TEST AND INSPECTION DOCUMENTS

]

Prlnts l ~ o c u m e n t sshall b e s u b m ~ r t e dto

I

A p p r o v a l l F ~ n ad l o c u m e n t s t o b e submitted under cover of a n A D S i F D S form

Distribution Otfice ( W P A I ) by V e n d o i i S u b - c o n t r a c l o r

respect~vely

With~n 4

weehs 01 I t s t o f b e f o r e f i n a l i e l e a s e

whichever is sooner N o t e 4 T u r n a r o u n d time at W P A I for e a c h s u b m i s s i o n of document: IS 15 d a y s or 1 0 workrng d a y s whichever IS h i ~ h ~ r Note 5 l ? P s andlor any other d o c u m e n t s requiring P D O approval a s per S P 1122 or a n y other S P s addltlonal 5 woikrng days or 1 week w h i c h e v e r is hlgher to b e a d d e d l o turnaround l i m e m e n t i o n e d in note 4 a b o v e

Distribution Otfrce ( W P A I ) by Vendor I S u b contractor

'Piote 1 If the d o c u m e n t

IS

avallab!? i n electronic t o r n , a diskette containing :he electronic tile shall also b e s i i b m i n e d

I

N o t e 2 T h e submitted d o c u m e n t to b e collected bvvendor or bv subcontractor f r o m W P A l o f i c e a s reouired N o t e 3 I n the a h s e n s e

c'! .A.@S

or FDS term, vendor mey s n h m i t !be draxvrgns wi!h attached l'endot

Docamefit T r a n s m ~ n a lF o r m

REMARKS [lnvoice must certity that the d r a w ~ n y sand engineering documents specified

Ilnitsldlrnfnslnns ~ l s e dOP Eng,n€Erlqg ~ C C L ' Q E~" h! ~s lhe l 51 E x c e p l ~ c nto~ ,C ! un~ts

above have been despatched to all parllea concerned

sie stzndzrdired ~mperlziunits to: ncmlnal

Any deviation from the timlny lor submlnal of documents shall be nolified l o Ihe ApprovallD~sti~but~on Otfices by E mail or lax Shop Iabrlcatlon shall not be started before the requ~redapproval drawlngs

bolting, etc The documents shall be in English Dfscr~plionon dtaw~ngcand slmllar documents

have been released l o i construclron by the party concerned, unless otherwise stated on the 'Approval Drawrng Spec~firation" Each document shall bear the ~lem/tagand older reference numbel, and shall

I I

SIZES

c! p~pe;aiv~s i l a n g ~ s

may be in othe~languages paov~dedEngllsh lranslallons are also glven Diaw~ngsand documents shall be su~ltable101 rn~clofllm~ng and comply wllh accepted natlonal or inleinaltonal slandaids lot lhe p8eparalton of techn~cal drawnos Only the follow in^ standafd s!;€s should bt used A 4 A 3 A2 A 1

be ri~spatchedby all mall unless spec~fiedo t h e m ~ s e

D E P 4 0 1 0 01 9 3 G e n

Attachment l o D o c u m e n t sheet 111. J a n 2002

PAIP004051RQ1401

I

Nimr Sludge pit system u p g r a d e

S p e c ~ f i c a t ~ ofor n Outdoor Distr~butionboards

ATTACHMENT -6 SINGLE LINE DIAGRAM

P 4l!FT/ll~Jll~B!l

WorleyParsons - Arabian Industries ( J V )

rn

?'

FROM MDB-1 LOCATED A 1 SEWAGE TREATMENT PLAN1 REF. DRG. NIM-4-2801-001-DO

[FZO;;

CASE C K l

BREAKER)

O N LOAD ISOLATING SWITCH

' 4

L1

PHOTO ELECiAlC CLLl 'MTH CONTACT THAT

CABLE GLAND ( H A W r E T W E 153 OR EOUIVALENT APPROVED)

OPCNS A1 DARKNESS E A R M LEAKAGE MONITOR MCB

BOLTED CONIACTS

4 CONTROL

%

I N

B h

SOCKET OUTLETS SHALL BE MOUNTED ON THE SIDE OF THE PANEL AND WIRED BY THE VENDOR

(

iaq &$I

+JU

&Ui-

WorleyPanom- Arabun l n d d r i s (JY)

3 2 1

k W R A n N G IS ON HOLD DUE TO UNAVAILABLE OF VENDOR DATA THE RATING Of FUSE C O N l A C l O R AND SWITCHES INDICATED ON MOTOR FEEDER ARE I N D I C A T I M THE SAME SHALL BE FINALIZED B Y VENDOR O N TYPE-2 CO-ORDINATION M E INCOMING CABLE SIZE TO THIS OlSTRlBUTlON BOARD 15 4 C x 2 4 0 S q mm XLPE/SWA/PVC/CU CABLE SO VENDOR TO PROUDE SUITABLL TERMINAL FOR TERMINATING THIS CABC -

SLD - MAIN DISTRIBUTION BOARD CABLE SCHEDULE DRAWING CONTROL INDEX

-

NOTES

I

Xrn,Prnrn

I

1 1 NIN

4

2815

I

P R , ~

m~~~~*YIBD

REFERENCE DRAWNGS

I

1

I

I

P (

'

P

's

P N

IX

h n r '11

0

MAY '11 SLP '10

w

cm

.

I

1

"* '

o"n

-

J U N C n O N BOX

II,

~ h o l l d~ ~ . R E ' U ~ S E ED & R - I S S U ~AS MC AB ~ N J & APPROMO FOR CONSTRUCllON Khdld KO PVl ISSUED FOR COMMENTS OSA-. O.

01R

-

IT^ C

OY/28N OSI/ZBN OSL/28N

IN.09.011 N.09.011 IN.09 011

- "n

aYRP"Di

-

P

..

YUI

hllhAR

.

JarTual

UIL

0 0 WPID".,

CAD DRAWING

SLUDGE PIT FACILITY

"0

05

__

P t b o l e v m kvtlopmcnt o m a n

4 1 . r .

mum, Ipps-

3 NOS 1 NO

$c, ; , ---

0 0 2 DO 3

4 6 4 1 3 1 / 3 DO 3 NIM NIP 1 2 6 3 5 4 0 0 DO 4 rsy

1

11 I

I

CON7ACTOR WTF OVERLOAD RELAY

PROJECT DRAWING REWSION IN CASE OF D E V l A n O N S A M A R K E D UP PRINT SHAU. B E S E N T TO ?HE PRDJECT E U G W E E R

c m m l ~ o 'C31106061 PRO1 PO PAlP-00405

I

RCO

0 CURRENT TRANSFORMER 0 C U R R E N l TRANSFORMER

DIAGRAM

(XJ

*

+

DLYSPTID.

8 LWO

,

wcmc

mvc-

ELEC SINGLE LINE DIAGRAM

rn *PIIID**

MASTER DRAWING REUSION C A S E O F D E Y i A T l O h S MARKED UP PRLN? S H A U . B E SENT TO C O S T A L D E S I G N OFFICE

orsmsna

9'STRBUTION BOARD

wo

cral

,,I

NIM

I

,,I

+rn m u s ~ R

4

,,I -t

, , sn

6 4 1 1 0 0 1 DO 1 B

Nimr S l u d g e pit s y s t e m upgrade Specification for Outdoor D ~ s t r ~ b u t ~boards on

ATTACHMENT - 7 VENDOR TRANSMITTAL FORMAT

P A I I 1111111~~B11 ~ ~


PA1P00405/RQ/401

Vendor ~ o c u m 6 n Tt r a n s m i t t a l F o r m

r----y I Date of Despatch

bi

I

/

W P A l Purchase Order N h b e r

6 COMPLETE

5 PART

Date of Receipt I

1

8 Vendor Work Order Reference

8a Vendor T r a n s m ~ t t a Number l

9 N a m e of the equlpmenr -

-

11 Distr~bution(Approval O f f ~ c e )Office N a m e I Address W o r l e y P a r s o n s A r a b i a n I n d u s t r i e s JV PB 795. P C , 133, Al-Khuwair, Sultanate of O m a n

10 Vendor Name / A d d r e s s

C o n t a c t Person: Telephone Number: Fax N u m b e r : ' G S M Number: E m a i l ID: 12 Purchasing Office Name I Address Refer Purchase Order

Attn Document Controller J P r o i e c l N u m b e r PAIP00405)

--

13 Principal ICompany Name I address Petroleum D e v e l o p m e n t ~ O m a n PB81, PC 100. Muscat. Sultanate of O m a n

14

15

16

1i

ltem

SUPPIIFI D O C I Dw(1Numbel

Dwo Pev F

Doc i D l a w l n ~Oescnpt~onor llllr

f

it Only

i r pel FED

19 Only 8s pel R E D Pnnt

21 Rev*

20 Approval Olflce O r s w l n ~

Zi Coar' Purpose 01 5ubmis580n

Elrclro n,c

--

-

-

-

I

-

24 ,&ddifionai Remarks by Supplier Warning. ,4pproval of d r a w ~ n g si n

1 accuracy or for the design, construct~onand performance of the e q u ~ p m e n 1t service. Refer document turnaround time mentioned ~nthe

1

Name. Signature and date by S u p p l i e r Representative 25 Remarks by Distribution (Approval) office- The requirements for final d r a w ~ n g sand the address to whtch they s h o u l d b e dispatched are given in R E D form N a m e , Signature and date by D ~ s t r ~ b u t i o(Approval) n Office Representattve

' Code for 22 p-Suhm~tled lo1 cornrnenls, 0-Subrn~tled lor

R e v ~ e w ,C-Submlll~d tor

Approval, D- Subm~lledtor

acton(Speclly), E. Subm~lledfor Informallon, F-Fins1Documenlalion

I

N ~ m rS l u d g e pit s y s t e m u p g r a d e S p e c ~ f l c a t ~ ofor n Outdoor D ~ s t r ~ b u t l oboards n

ATTACHMENT - 8 SAP PM FORMAT (Shall be provided later)

P.~IIFTIllIIlJYBII


B

Document Control lndex

Client : Petroleum Developlnent O m a n LLC (PDO) J o b No. : PAIP00405 ~~b Title : Nimr Sludge Pits System upgrade - FED & DD Discipline Code: Electr~cal Itern# Document No I NIM- 1 -2635-400-DQ NIM-4-280 1-00 1 -DQ 2

Size

Phase: AFC C u r r e n t Revision Detail Date: Status: 16-MAY-I I AFC B 04-JUN-1 1 AFC

Description:

Rev# A

A4 Al

Drawing Control Index 4 15V SLD Maln D~stributlonBoard (MDB- I )

NIM-4-28 1 5-002-DQ NIM-4-28 17-001-DQ NIM-4-64 1 1-00 1 -DQ

A3 Al Al

SLD OF MDB Cable Layout And D B Locat~on 41 5 V SLD Power D ~ s t r ~ b u t ~Boona ~ d(PDB)

A --16-MAY-1 1 A I 6-MAY- 1 1 B 04-JUN-1 I

AFC AFC A FC

NTM-4-64 12-00 1 -DQ

A3

Schematic L ~ g h t ~ nDlagrani g

B

04-.TUN-I 1

A FC

NIM-4-64 13-00 1 -DQ

A3

LV Cable Schedulc Cover Sheet

B

04-JUN-1 1

AFC

NIM-4-64 13-002-DQ

A3

LV Cable Schedule Index Sheet

1

B

1

04-SUN-1 1

I

AFC AFC

04-SUN-1 l NIM-4-64 1 5-00 1 -DQ NTM-4-64 I 5-002-DQ NIM-4-64 16-00 1 -DQ NIM-4-64 16-002-DQ NIM-4-64 16-003-DQ NIM-4-64 17-00 1 -DQ NIM-4-64 1 8-00 1 -DQ NIM-4-6420-00 1 -DQ NIM-4-642 1 -00 1 -DQ

Al A1 Al A1 Al Al Al A1 Al

Overall Cable Route Layout Cable Route Layout at Sludge Plt Alca Overall Cable Trench Layout Cable Trench Layout SWTP Cable Trench Layout at Sludge Plt Area Cable Trench Layout S e c t ~ o n s Ealthlng Layout at Sludge Plt A ~ e a Electr~calControl Dlagraln LV Motors (ABOVE 5 5kW) Electr~calControl Dlagram LV Motors (5 5kW & BELOW)

PAIP00405lMT01401

A4

Electr~calBulk

Report pnnted on: August 20.201 1 10.29AM

M T O (5 Sheets)

A A A A A A A A A

16-MAY-I 1 16-MAY-I I 16-MAY- I I I 6-MAY- 1 I 16-MAY- I I 16-MAY-I I 16-MAY-I I 16-MAY- I I 16-MAY-I 1

AFC AFC AFC AFC AFC AFC AFC AFC AFC

B

20-AUG-II

TFE

-

Rev# 0 A 0

Earlier Rcvis~onD e t a ~ l Status: Date: IFC 19-SEP- I0 AFC I 6-MAY- I I 19-SEP- I0 1FC

0 A

1

0 A 0 A 0 A

1

0 0 0 0 0 0 0 0 0 0 0 A

1

19-SEP- I0 16-MAY- I 1 19-SEP- I0 16-MAY-I I 19-SEP- I0 16-MAY- I I 19-SEP- I0 16-MAY- I 1 19-SEP-10 16-MAY-I I

I

19-SEP- I 0 19-SEP- I0 19-SEP- I0 19-SEP- I0 19-SEP- I0 1 9-SEP- I0 I 9-SEP- 10 19-SEP- I0 19-SEP- I 0 19-SEP- I0 06-APRI1 06-APR- I 1

IFC AFC 1FC AFC IFC AFC IFC AFC IFC AFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFE IFE

Page 1 o f 1

ELECTRICAL MTO

WorlevParsons Arabian Industries JV Material Take Of

Project Number: PAIP00405

WBS Nur

NIM.IN.09.011

Project Title: N i m r Sludge Pit System U r - r a d e Disc:E1 MTO Rt. a

,;a1

:B

The preliminaly material take off (MTO). Bill of Ouanlilies (BOQl and quanllty In 0 0 0 or MTO provided with lender package shall no1 be considered for cost esllmallon The MTO and 8 0 0 provided wllh lender do no1 necessarily contaln all the ilems or malerlal required lo complete the scope. The preliminary matenal take OH(MTO), Bill of Quanlities (BOO) and quanllty in 8 0 0 or MTO provtded with tender package are prepared prior to freenng \he d e s ~ g n and are prellrntnaly

Note 1 All cables should be suppl~edin single slralghl length If lhls is not poss~ble,prior approval shall be taken from Design Engineer prlor to bidding, order ptacemenl and manufacturing

1

Number

I

I

1

/

2

Cable LV

/

3

Cable. LV

4

Cable LV

1000047742

5

Cable LV

1000047754

1 1

8 9

power DB

1

/ 1 1

Cable LV Cable. LV Cable: LV

A

1000047762

/

1000047757

/ /

1000047763 1000047751

11

Cable. LV

100047722

/

14

Cable Joinl

1

Cable Gland

13

1 1

I

Cable Giand

17

1

Cable Gland

1000754004

/ /

1

1000048322

1000048320

1

1 4 1 5 ~12% . 3Ph&N. 50Hz. 10kA for 1 Sec Ouldoor Dislr~butionBoard

1

1

1

Total Cluantltv

/

Each

/

1

1

Rev A

/

UOM

4 15 1

/ L V Cable. 4Cx240 sq m m . 60011000V. XLPEISWAIPVC Copper cable

I

Metre

/

1800

/

Rev A

I

4 15 1

/ L V Cable 4Cx50 sq m m , 60011000V. XLPEISWAIPVC C o ~ ~ cable e r

I

Metre

/

50

1

Rev. A

I

68 44 14 331 1

4 15 1

LV Cable 3Cx16 sq m m 60011000V XLPEISWAIPVC Copper cable

Melre

350

Rev A

68 44 14 409 1

4 15 1

LV Cable 4Cx10 sq m m 60011000V XLPEISWAIPVC Copper cable

Melre

1000

Rev B

1

..

1

1 14.403 1 I

1 1

68.44.14.703.1 68.44

--

1

68 80.58.736.1

1

/

1

1

1

LV Cable 2Cx10 sq m m 60011000V Flexible PVC Copper cable

4 15 1

LV Cable 2Cx6 sq mm 60011000V XLPEISWAIPVC Copper cable

1

ILV Cable 7Cx2 5 sq m m , 60011000V. XLPEISWAIPVC Copper cable ILV Cable: 4Cx2.5 sq m m . 600I1000V. XLPEISWAIPVC C o ~ p e cable r

/ I

4.15 1 4 15 1

68.80.58.734.1

1

Metre Metre Metre Metre

/ 1

300 600 350

LV Cable: 3Cx2 5 sq.mm, 60011000V. XLPEISWAIPVC Copper cable

Melre

100

4.15.1

ILV Cable. 3Cx2.5 sq m m , 60011000V, XLPEISWBIPVC Copper cable

Melre

225

4.16.1

\ c a b l e Jointing Kit sullable for 4Cx240 sq.mm. 60011000V. XLPEISWAIPVC Copper cable

]

4 16 5

Cable Gland suitable for 3Cx16 sq mm Cable (M25)

1

4.16.5

/ c a b l e Gland sullable for 4Cx10 sq.mm Cable (M25)

1

4.16.5

] c a b l e Gland suitable for 2Cx10 sq.mrn Cable (M20)

/

Each

Cable Gland sullable for 4CX240 sq.mm Cable (M75) l ~ a b l eGland suitable for 4Cx50 sq mm Cable (M32)

Each

I

Each

Rev A

1 /

Rev A Rev B

3

2

Rev B

Rev A

Rev. A

1000048320

68 80 58.732.1

4.16.5


Each

4

19

Cable Gland

1000048320

68.80.58.732.1

4.16.5

Cable Gland sultable for 7Cx2 5 sq.mm Cable (M20)

Each

10

Rev. A

20

Cable Gland

1000048320

68.80.58.732 1

4.16 5

Cable Gland suitable for 4Cx2 5 sq.mm Cable (M20)

Each

18

Rev. A

Cable Gland

1000048320

68 80 58 732 1

4.16 5

Cable Gland sullable for 3Cx2 5 sq mm Cable (M20)

Each

38

Rev A

1

24

I

25

/

Lock Nul

1

1000048282

PVC Shroud

68 80.58 090 9

1

/

4 16 5

/ L O C ~Nut

sullable for M75 Gland

1000048278

68 80.58.076 9

4 16 5

Lock Nu1 suitable for M32 Gland

1000048277

68 80 58 072.9

4.16 5

Lock Nul sullabte for M25 Gland

68 80 58 068 9

4 16 5

Lock Nut sullable for M2O Gland

I

I

/

1000048276

Lock Nut

26

I /

1 1

1 1

/

I

I

1

1

1

/

I

I

/

Rev. A

I 1000048262

I 68 80 56 924.9

1

1

4 16 5

I

1

Each

3

1

Rev A

3

Each

22

RevA

72

Rev A

Each 1

Each

I

I

I

I

I

I

Rev A

Each

I

PVC Shroud lype-F sullable lor M75 Gland

1

I

Rev A

3

.'

'I

\

Page 1 I d

I

1 Lock Nul Lock Nul

23

500mlslDrum size

I

RevA

1

Cable Gland

22

1

Rev A

1

1

PAlP00605lROl401

Rev A

1

18

21

1

1

Rev A

1

17

1

Remarks

Rev A

5

Each Each

1

3

/

Each

I

5

~ d d i t i o n a l0 t y . i to be P r o c u r e d

Rev B

30

1

4 15 1

4.16.5

68.80 58.734.1

68.80.58.732.1

4 15 1

4.16.5

68.80.58.744.1

1

1

/

68 44 14 437 1

1

1000048321

1

AvM.

1

68.44.14.303 1

1000048321

Cable Gland

16

Y v r A spec I

/

68 44 14 459.1

/

1000048326

Cable Gland

15

/ 1

1000071265

1000047738

1

M E s c fl

1000069262

1

Cable. LV

12

1 1

/

10

1

1

e

Cable LV

6 7

y

%

Approved by

WorleyParsons Arabian Industries JV

P r o j e c t N u m b e r : PAIPO0405

WBS N u r

1,

'

NIM.IN.09.011

7.p.

1

SAP tl

I

MESC 4!

1

WPAI Spec

1

29

/

30

1

31

32

Earth Tag

/

/

33

Earlh Tag

/

/

1000223710

- -

1

1

1

.. ..

I

I

I

--

1000223708

Earth Tag

I

1000255978 1000223714

Earth Tag

I

1

AM . #.

1

Cable Luq

1

1000048081

1

- -

Cable Acces

1

1

Description

1

UoM

1

Total Quantity

I

Rev d

PVC Shroud lype-C su~tablelor M32 Gland

Each

3

PVC Shroud type-@ suitable for M25 Gland

Each

22

Rev A

4.16.5

PVC Shroud type-A suitable for M20 Gland

Each

72

Rev. A

16.5

l ~ a r t hTag suitable for M75 Gland

4.16.5

Earlh Tag suitable for M32 Gland

4 16 5

I~arlh Tag suitable for M25 Gland

4 16 5

Earth Tag su~tablelor M20 Gland

4

I

I

Each

1

Each

I

Each

1

22

1

Rev. A

/

Rev. A

I

Each

10

Rev0

4 16.1

Cable Lug sullable lor 50 sq.mm Cable

Each

10

Rev0

4.16.1

Cable Lug suilable for 16 sq.mm Cable

Each

15

Rev. B

4.16.1

Cable Lug suitable for 10 sq.mm Cable

Each

75

/ c a b l e Luq sullable for 6 sq,mm Cable

4 16 1

Cable Lug su~lablelor 2 5 sq m m Cable

1

Each Each

1

20

:B

~

1

I

I

/

Rev. A

Cable Lug suitable for 240 sq,mrn Cable

4 16 1

ONI

~dditional to be Procured

:al i

Rev A

72

I

MTO R t .

Rev A

3

Each

I

3

I i

4.16.5

I

..

37 38

Disc:El

4 16 5

4 16.1

/

Project Title: N i m r Sludge P i t S y s t e m Upnrade

Material Take Off -

I

I

/

1

Rev. 0

1

Rev 0

260

Rev B

4 16 1

Eleclncal lnsulat~onTape Yellow 6 MelrelRoll

Roll

20

Rev B

4 16 1

Pin type terminal blocks & F e r r i l t ~ s

Pkl

AIR

Rev B

4 16 3

Underground Cable Tiles sire 10OOmm x 240mm x 6mm th~ck

Each

2700

Rev A

4 16 3

Underground Wamlng Tape 150rnm widlh 365mlslRoll

Metre

2700

Rev A

4 16 3

Plaln Lead Slnp Underground Cable Nos 19mm x 1 6mrn x 300mm Long 11 MelreIRoll

Roll

10

RevA

4 16 3

LV Cable Roule Marker

Each

25

Rev A

4 16 3

1OOrnm Dia uPVC Plpe

Metre

60

Rev A

4 16 3

150rnm Dla uPVC Plpe

Metre

20

Rev A

I

CABLE MARKER FOR ABOVE GROUND CABLE AS PER (STD-4-0108-001-4-8)

..

56

Cable Tray

..

Other

..

..

4 16 3

Cable Tie Black Nyion 368 x 3 6mm

Pocket

2

Rev A

4 16 3

4rnm wide Nylon strapping Hellermann TY4 S 1

Pockel

2

Rev A

4 16 3

Arrowlag Heilermann type AT3

Pockel

AIR

Rev A

4 16 3

Ovalgrip Marker Hcllermann type H085

Pockel

AIR

Rev A

4 20 5

75mm w ~ d eheavy duly return flange G I Cable Tray

Melre

25

Rev A

4 20 5

Venl~laledcover for 75rnm wide Cable Tray

Metre

25

Rev A

4.20 5

Cable Tie 24Omm Length

Pocket

2

Rev A

4.20.5

Nut. Boll & Clamps for fixing Trays

Each

AIR

Rev. A

4 20.5

G.I. Trunking 75mm x 75mm

Melre

50

Rev. A

1

7

Page 2 14

Prepared by

'yJ\<

Checked byBApproved

by

Project Number: PAlP00405 WBS N u i NIM.IN.09.011

Serial

MESC ll

Olher

..

..

4 20 5

20x20 Un~slrulG I Slol Type I 12 Melre Lenglh

Each

AIR

Rev A

58

Olher

..

..

4 20 5

M6x30 Boll (Boll Head Hall Round)

Each

AIR

Rev A

59

Olher

..

..

4 20 5

M 6 Spnng Nul

Each

AIR

Rev A

60

Oiher

..

..

4 20 5

M25 PVC Giand

Each

AIR

Rev A

61

Earthing

1000047626

68 14 07 382 1

4

17 1

1Cx25 sq mm YJG Earth Cable

025

Rev0

62

Earth~ng

1000047627

68 14 07 392 1

4 17 1

1Cx70 sq mm YIG Earth Cable

63

1 1

68

1

I

Earthlng

70

Earthing Eafihinq

71

1

I /

Earth~nq

Earthing

1 Earth~ng

..

/

-

-

I

1

1

68 85 12 419 1

4 17 1

l ~ r a n c hConnecior su~lablefor 70170 so mm

4 17 1

Branch Connector su~lablefor 70125 sq mm

4 17 1

Earthing Terminal Lugs 1Cx70 sq.mm Cable (YIG)

4 17 1

IEarthinq Termlnai Lugs 1Cx25 sq m m Cable (YIG)

4 17 1

68 77.02 126 9

1

/

1

I

1

4 16 1

Melr~

I

1200

1

Each

1

10

Each

I

Earth Boss

/

10

Each

/

65

Each Roll

~ ~ l e c l n clnsuial~on al Tape Yellow. 6 MelrelRoll S T E E L EARTH PIT AS PER DRG. (STD-4-0310-001-4-F)

1 Each

1

10007071 69

..

4 17 1

Exiens~bleearth rod Dla 15mm x LG 1220mm

Each

/

1000707154

1

1000047990

-

-

1

1

..

1

68 77.02.078.1

1000048060

68 78.90.426.1

1001178461

..

I 1000045040

4 17.1

1

1

4 17 1 4 17 1

/ 1

4.17 1

1

81 26.25 112.1

/~ouplinq screw.p-bz ouler lhread for 15mm

/

Tips, Hardened sleel for 15mm driving llp 170 sq mm two way lhrouqh clamp

Each

1

I

1

I

I

1

1

1

1

I

I

1

Rev A Rev A Rev A

I Rev B

I

6

Each

1

6

BUSBAR AS PER DRG, (STD-4-0303-001-4-D)

1

4 17.1

M I 0 X l0Omm Long rawlboll or equal

4 17 1

1 ~ 1 x0 40mm Lonq brass nu1 and boll

I Each

950mm x 50mm x 10mm lhlck copper bar

1

Rev. B

I

Rev. B

/

I

1

1

I

I 1

..

81 78 06.160 1

4 17 1

M i 0 Brass washer

Each

81

Earihing

1000524103

74 13 08.026 1

4 17.1

25mm Dia gaivanised line plpe

Melre

I

Each

/

1

1

1

I

I 1

3

Each

Earthing

/

Rev. B

Marconile

80

1

Rev. B

Branch conneclor 70170 sq.mm

Eadhina

81.04 62.188.1

1

6

Each

Earthing

/

66

/

78

1000062970

Rev B

72

1

1

79

1

1

RevA

RevA

/

6

Each

Sleel drlving cap.hardened .allow

IEARTHING 4 17 1

67.28.36 188 1

1000062976

4.1 7.1 4 17.1

..

10007071 70

/

Rev B

-

1000707153

1

Remarks

Rev A

2

I

Earth inspeci~onPli Sieel housing & Cover

/

55 1

Additional Oty. to be Procured

R e v t(

65

Each

4 17 1

1

77

1

Melre

1

68 89 20 148 9

Earthing

/

1000048555

I

Description

1000048666

Earth~ng

/

75 76

1

68.78 90 426 1

t(

68 78 90 422 1

1000047994

Earth~ng

73 74

1000780666

1

69

72

1

Earthing

I

/

1000780669

1

Earthing

67

I

Earth~nq

1000048060 1000048059

Earthing

65 66

1

Eafih~ng

64

1

Earth~nq

AVME U

Total Quantity

SAP t(

57

\YPAI S p e c

Project Title: N i m r Sludge Pit System UP-rade Disc:€' :al MTO R t . 4 :B

Type

Number

1

WorleyParsons Arabian Industries J V Material Take Off

1

Rev A

6

1

Rev A

60

1

Rev A Rev A

60

1

15

/

Rev. A

1

EARTHING DETAILS GATE & FENCE AS PER DRG. (STD-4-0306-001-4-D) 82

Earih~ng

1000069880

68 01 23 052 9

4.17 1

Flexible Braid Jumper Burndy Type BG-12

Melre

15

Rev B

83

Earthing

1000047993

68 77 02.106 9

4 17 1


Each

35

Rev B

84

Earthing

1000973324

74 86.05.215 1

4 17 1

25rnm Heavy gauge PVC Plpe

Meire

28

Rev A

1000049087

70 32.65.025.1

4 17 1

25mm Saddle

Each

55

Rev A

1000063796

81 4 1 17 01 8 1

M i 0 Carbon Sleel Nul

Each

16

Rev A

85

1

Earthing

1

Earthing

86

1

4 17 1

IEARTHING 1

87

/

Earthlna

1

1000973325

1

68 77 02.106 1

I

1

4 17 1

DETAILS FENCE POST AS PER DRG, (STD-4-0308-001-4-D)

l ~ u r n d vType GK 1826 eafih clamp

1

Each

1

35

1

Rev B

I

7 Page 3 14

Prepared b?

Checked by

Prbject h' WBS Nun

Serial

88 8S

Earthlng

1

Earthinq

MESC

1000063796

1

1000062587

VVPAl Spec

t)

AVME d

11

81.41 17.018.1

1

78 39.10.104.1

1

1

Description

4 17 1

M i 0 Carbon Sleel Nut

4 17 1

112mm Round MS Bar

Each

/

Juncl~onBox

..

..

4 16.6

91

Junction Box

..

..

4 16 6

Eleclrical Junction Box conslsts of 8 nos of 240 sq.mm termlnal blocks, 8 nos of 50 sq.mm termlnal blocks & 1x70 sq.mm + 2x25 sq.mm earth termlnal blocks suilable for Hakardous area Electrical Junction Box consists of 8 nos of 10 sq mm lerminal blocks, 8 nos of 2 5 sq m m terminal blocks & 1x25 sq,mm + 3x2 5 sq.mm earfh terminal blocks suitable for Hazardous

L ~ g h t ~ nPole g

1000048607

4 19 9

Flood Lightlng Pole as Org STD-4 0203-001 10M Helght Siepped Steel pole

..

4 19 5

92

I

Lighl~ngPole

94

1

Liqhtlnq -

/

1090000515

1

-

-

I I

1

4.19.9

95

Llghting

1000326313

69 61 22.250.9

19

96

Llghtlng

1090003 156

..

4.19.5

97

9

1

1

RCU

RCU

/

1

1000046061 100007007O

1

/

67.92 61 130.1 67 9261,104 1

1

1

14 11 3

L ~ g h t ~ nPole g Type-5 as Drg STD-4-0207-002

IFIOO~Liqhi Crossarm for 2-Way flood liqht bracket as Drp

I

Total Quantity

UOM

90

93

P r o j e c t Title: N i m r Sludge P i t System 1 le Disc:Ele,.. ~ c a l MTO R e v # : B

Material Take Off

SAP d

Type

Number

WorlevParsons Arabian Industries JV

? r : PAIP00405 : NIM.IN.09.011

STD-4-0205-001

Melre

35

1

35


Rev

Rev. B

1

Rev B

1

Rev A

PAlP00405iRQ1402

Each

10

Rev B

PAiP00405/ROiA02

Each

8

Rev A

Each

/

2

1

Each

/

8

Rev A

1

Rev A

Each

16

RevA

2x36W Fiourescent Llghl fillings, EEXe IP-55, normal type. Pole mounted

Each

2

Rev. A

Remote control unit 511A dlrect Ammeter 0-5A (RCU shall be suilable for 7Cx2 5 sq mm lncomlng cable & 3Cx2 5 sq mm O~llgoingcable) ~ncludlng2 nos of M20 glands

1

1

I

I

1

Each

250W Fioodlighl filling complete wlth conlroi gear and p f improvemenl capactlor with H P Sodium vapour tamp

l ~ e m o l econtroi unll 50/1A CT Operaled 0-30A Ammeter

Remarks

Each

1

2

/ ~ e v B

1 1 ";1 Each

-

2

A

I

1

1

I

!

1

I

I

1

!

1

!

1

INSTALLATION MATERIALS FOR RCU AS PER DRG STD-4-0109-001-4-D

100

1

101

/

104

Access Access

1

1

1000062976 1000062606

74 86.05 570.9

/

1,

..

/

81.26.25.1 12.1 78.43.30.116 1

4 20


4 20

11 1Omm Heavy Gauqe PVC Plpe

4.20

78.47.31.053 1

1000542348

Access

1

1000052014 1000145612

Access

102

103

Access

74086.05.345.9

100005201 1

Access

99

4.20

1

/

4.20 4.20

,

Melre

/

1OOmm x 50mm x 6mm MS Channel

6 m m MS Plate, size 300mm x 300mm

Each Each

2

1

16

I

8 4

Rev A Rev A

8

Each

I

Rev A

2

1

Melre

Galvanised Cabie Saddle, 20mm DIA 1 ~ 1 x0 IOOmm Expandlnq Boll

Metre

RevA

I

Rev A Rev A

3 Page 4 14

Approved by

(Lb) &A\c j WorleyParsons CONTRACT NO C3110606

B

J U N E 11

*ha],d

SYJI+ JJS

A

h4AY I1

Kllalid

Industries (JV) -

0

SEP 10

I s U J -

- Arabian

1 PROJECT NO

RE\'

PAIP-00405

DATE

Khal~d DRA\\W BY

gb .$$? '

NMN KD CHEChED BY

4

PVT

REVISED d RE ISSUED AS AFC

IN 09 01 1

O S E I I 8 m

APPRO\ED FOR CONSTRUCTION

IN 0 9 01 l

OSEl28N

ISSUED FOR COMMENTS

IN 09 01 I

OSEl28N

APPE\'ED

REF WD

SIGhinlR

WBS N O

DESCRIPTION

PDQ APPROVAL

I

PROJECT DRAWING REVISION IN CASE O F DE\IlATIONS A MARKED UP PRINT SHALL BE SENT T O THE PROJECT ENGINEER

U W I N G CONTROL INDEX (NIM 1 2635 400-DQ-4) N O T E S & R E F E R E N C E DRAWJNGS

Rev

Date

A P R R O V E D BY

DESCRIPTION

WBS NO

PROJ ENG

SPEC ENG

PDO APPROVAL

MASTER DRAWn\lG REVlSlON IN CASE OF DE\'lATIONS MARKED UP PRINT SEHT T O COASTAL DESIGN OFFICE

AREA

NlMR

sue AREA

SLUDGE PIT AREA

oawc

~

P

DESCRIPTION

E

No 05

REVISION INDEX CABLE SCHEDULE

DRWG

AREA CODE

ENG S E C T

SERIAL NUMBER

NO

NIM

4

6413

I

SHEET

002

I

I DQ

Ezz 1 3

REV

B

Description of run

Description of cable

Remarks SR. No.

Cable no.

Length, m

TYpe

To

From

Volt. grade

Size, mm2

cL

~ L P F / . S \ l \ l n / P \ / T I T I I & ~ ~ ~ O p & E J Q , p $ J q ! & S 2

LV-48-6060

Y

1

*

'

~

XLPEISWNPVCICU

l

M

c

b

^

-

4

LV-48-6062

XLPEISWNPVCICU

5

LV-48-6063

XLPEISWNPVCICU

1800

-

w

d

4Cx240

W

'

250

w

-

60011000V

~

7Cx2.5

-

-

C

p

J

,

.'/B\

DISTRIBUTION BOARD (G6951)

ELECTRICAL JUNCTION BOX 48-JB-001

m

T

M

w

w

s

w

-

-

60011000V

DISTRIBUTION BOARD (G6951) FEEDER-'

RCU (P-48357)

DISTRIBUTION BOARD (G6951) FEEDER-?

CONTROL (STARTISTOP) RTU PANEL

25

4Cx2.5

600110OOV

6

LV-48-6064

XLPEISWNPVCICU

25

4Cx2 5

60011000V

DISTRIBUTION BOARD (G6951) FEEDER-1

INDICATION (RUNNINGISTOPPED) RTU PANEL

7

LV-48-6065

XLPEISWNPVCICU

100

3Cx16

60011000V


P-48358 SLUDGE OIL TRANSFER PUMP

8

,

LV-48-6066

,

XLPEISWNPVCICU

,

9

]

LV-48-6067

I

XLPEISWNPVCICU

1

100

,

7Cx2.5

,

60011000V ,DISTRIBUTION BOARD (G6951) FEEDER-2

25

1

4Cx2 5

I

60011000V

IDISTRIBUTION

, RCU (P-48358)

I


BOARD (G6951) FEEDER-2

10

LV-48-6068

XLPEISWNPVCICU

25

4Cx2 5

60011000V



11

LV-48-6069

XLPEISWNPVCICU

100

7Cx2 5

600/1000V


RCU (P-48359)

12

LV-48-6070

XLPEISWNPVCICU

20

3Cx2 5

60011000V

RCU (P-48359)

P-48359 OXYGEN SCAVENGER DOSING PUMP

13

LV-48-6071

XLPEISWNPVCICU

25

4Cx2 5

600/1000V



14

LV-48-6072

XLPEISWNPVCICU

25

4Cx2 5

600/1000V



15

LV-48-6073

XLPEISWNPVCICU

100

7Cx2 5

60011000V


RCU (P-48360)

16

LV-48-6074

XLPEISWNPVCICU

20

3Cx2 5

60011000V

RCU (P-48360)

P-48360 OXYGEN SCAVENGER DOSING PUMP

17

LV-48-6075

XLPEISWNPVCICU

25

4Cx2 5

600/1000V

DISTRIBUTIONBOARD (G6951) FEEDER-5


18

LV-48-6076

XLPEISWNPVCICU

25

4Cx2 5

60011000V

DISTRIBUTION BOARD IG6951) FEEDER-5

INDICATION IRUNNINGISTOPPED) RTU PANEL

' 21 1

LV-48-6079

22

LV-48-6080

XLPEISWNPVCICU

23

LV-48-6081

24

LV-48-6082

. 25

26

a

27 28

1

I

I

XLPEISWNPVCICU

I

I

I

160

1

4Cx10

I

I

I

60011000V

FLOOD LIGHT POLE (FLP-2)

II

(FLOOD LIGHT POLE (FLP-3)

h

/\ 5

175

4Cx10

60011000V



t

XLPEISWNPVCICU

160

4Cx10

60011000V



{

XLPEISWNPVCICU

250

4Cx10

60011000V

DISTRIBUTION BOARD (G6951) FEEDER-?1


LV-48-6083

XLPEISWNPVCICU

160

4Cx10

60011000V

FLOOD LIGHT POLE (FLP-I)

FLOOD LIGHT POLE IFLP-8)

LV-48-6084

XLPEISWNPVCICU

160

4Cx10

600/1000V



LV-48-6085

XLPEISWNPVCICU

170

4Cx10

60011000V



LV-48-6087

XLPEISWNPVCICU

125

2Cx6

60011000V

DISTRIBUTION BOARD (G6951) FEEDER-IOIB

CORlOLlS FLOW METER

~-~

\

J \

1

30 31 32 33 34 35 36

37 38


39 40

I

I

I

I

/

>

(LL%A\ ) &

k u \- 3t;qw34 J9 WorleyParsons - Arabian Industries (JV)

B

JUNE 11

Khalld

A

MAY 1 I

Khalld

0

SEP 10

RE\'

DATE

-

/ ,3

K7@

REVISED & RE ISSUED AS AFC

IN 09 01 I

OSEl28N

c1

NMN

LM


IN 09 01 1

OSERSN

KD

PVT

ISSUED FOR COMMENTS

IN 09 01 I

OSEl28N

CHEChED BY

APPROVED B I

DESCRIPTlOh

WBS 1\0

Khal~d

REF lND

CONTRACT NO C3110606 PROJECT NO PAIP-00405

DRA\\I\

B',

$)Mv SIGAATURE

PDO APPROVAL

P R O J E C T DRAWING REVlSiON

IN CASE O F DEVIATIONS A MARKED 11P PRlNT SHALL BE S E h T TO THE PROJECT ENGINEER

i

AREA

DRAWING CONTROL TNDEX (NIh4-12635-400 DO 4 ) NOTES & REFERENCE DRA\VINGS

I

I

.

I

"""

I

I

.

IAPRROVEDI

I

BY

I

, U t A L K J Y I JUN -?P--.--.-.

I WBS NO I

I

I

I

PRO] ENG

PDO APPROVAL

MASTER DRAWING RE\/ISION IN CASE O F DEVIATIONS MARKED UP PRINT SENT TO COASTAL DESIGN OFFICE

ISUB AREA

I\rlblR

NO 0 5

SLUDGE PIT AREA

IDR\VG TYPE SCHEDlJLF I DESCRIPTION

I

LV CABLE SCHEDULE

J

I i w-v

1

I I

4 DRwG NO

j

I

PETROLEUM DEVELOPMENT O M A N AREA COD:

NlRl

I

LNG SECT

4

I

NUMBER

6413

I

sH:El

003

1

I

PROJ

CODE

DQ

I I

z:

I

3

REV

B

UTILITY DATA SHEET SR.NO

I

DRAWING NO

DESCRIPTION

I

1

IUI LITY

I

I CONTRACT NO I

I

BY

ian lndustrie; (JV) C3110606

I

I

PROJ NO

MAR 1 2635 400 DQ

- REV

DATE

BY

DESCRIPTION

WBS PROJ E N G s P E c ENG NO PDO APPROVAL

p

I REFERENCE DRAWINGS

DRWG TYPE

BY

1

SEP'lO

I

I

JUNEtll

I

,

REV. B

I

REV. C

I

I

WBS NO,

DESCRIPTION

BY

NlMR

r

"I",".

I \ " d . L I Y " _ I

PDO APPROVAL

DESCRIPTION

I

-

4

C268 ,

*G**!*$F% , ,

;~@y2 *& iiw Petroleum ~ e v e l o ~ r n e n t h n a n

SLUDGE PIT FACILITY

H

C?UUe

UTILITY DATA SHEET

p


IN CASE OF DEVIATIONS, MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE

NIM-6419-002

REV.A

IN CASE OF DEVIATIONS, MARKED UP PRINT SHALL BE SENT TO PROJECT ENGINEER

SUB AREA

APPROVED

I

PRO.1FCT -.- DRAWING REVISION

PAIP00405

AREA

1 DRAWING CONTROL INDEX

REV 0

I

I

DATA SHEET - 415V OUDOOR DISTRIBUTION BOARD (G-6951)

I

UTILITY DATA SHEET FOR 41 5V LV OUTDOOR DB

DRWG

AREA CODE

ENGG SECT

SERIAL NUMBER

NO

NIM

4

6419

PROJ SHEET CODE

001

DQ

DRG SIZE

REV

A3

A

EOUIPMENT Equipment No

Descr~ptton

Vttal

Non Essent~ai e+ce nhai

ABSORBED LOAD

Re slarttng

kW

EFFICIENCY

MOTOR

LOAD

RATlhG

FACTOR

- A/B

F

kW

at load factor C

C

B

POWER

kVAr - k W lg p

CONSUMED LOAD

k W = AID

REMARKS

FACTOR

In dec~mals

Continuous

at load

ji;;

factor

lnterrntnent

c

F

E

in deornals

cos o

kW

kVAr

kW

kVAr

Sland by

E

kW

kVAr

22 50

12 14

0 77

0 41

OUTDOOR DISTRIBUTION BOARD LOADS ( G 6951) P 48357

SLUDGE OIL TRANSFER PUMP FDR#I

E

19 80

22 00

0 90

0 88

1214

SLUDGE OIL TRANSFER PUMP FDR#2

E E

19 80 0 68

22 00 075

0 90 0 90

0 88

0 88 0 88

2250

P 48358 P-48359'

0 88

0 88

0 77

0 41

068

075

0 90

0 88

0 88

0 02 0 02

0 02

1 00

0 02

0 01

1 00

0 95 0 95

0 85

0 02

0 85

0 02

0 01

2 50 3 00

2 50

1 00

0 95

0 85

2 63

1 63

3PHS SOCKET OUTLET

E E E E E

3 00

1 00

0 95

0 85

3 16

1 96

FLOOD LIGHT POLES

E

4 00

4 00

1 00

0 95

0 85

4 21

2 61

OXYGEN SCAVENGER PUMP (CHEMICAL INJECTION SKID)

P 48360'

OXYGEN SCAVENGER PUMP (CHEMICAL INJECTION SKID) 48 FIA 1414' ULTRASONIC FLOW METER 48 FIA 1415'CORIOLIS FLOW METER IPS PANEL

+

KW ratlng IS on hold due to unavatlable of vendor data

' KW rat~ngis on hold due to unavallable of vendor data +

KW rating is on hold due to unavallable of vendor data KW ratlng is on hold due to unava~lableof vendor data

X p p p p

Maximum of normal runninqplant load

33 31 k W ,

18 78

kVAr.

JkW2+kVAj=

38 24

~ V A

(Est x%E + y0/,F)

TOTAL

Power factor wtthout cornpensatton (cos lp)

Peak load

(Est

3331

x%E +y%F

t

z%G)

35 64 k W ,

k v ~ r . , / k ~ * +k

20 04

V M = 40 88

38 24

~ V A

kVA(= I ~ o l n c i d e n c efactors

r,y

and

1878

Jm)

0.00

0.00

0 00

23 27

0 87

12.56

26 44

Power factor with cornpensatlon (cos lp,)'

z shall be defined for each separale case, subject to Pr;-cipal.s approval

Requtred capacitor ratlng [= k W (tglp - Iglp,)]

kVAl

NOTES a)

Load classificat~onlrestarting.

b)

For defin~t~ons ot "Vital", "Essential' and

Absorbed loads.

C)

" N o n ~ E s s ~ n t ~services al" and appl>catonof

Consumed loads:

E - "Continuous", ail loads that may cant~nuouslybe requ~red

- for pumps, shan load an duty point.

lor normal operation. lnciudlng lhghtlng and workshops

- for lnstrumentatlon, computers, commun~ction,

'"Reslirting'. S E E DEP 33 64 10 10-Gen

F - "Intermitlent", the loads required tor internledlate pumping

air cond~t~on~ng, the required load durlng tull operatho" of plant.

- for lhght~ngdunng dark hours,

storage, load~ng.etc

-

- lor workshops, the average total load in normal lull operation

WorleyPars~ns-ArabianIndustries (JV) Contract No C3110606 Project title

J o b No. PAlP 00405

i

l

l

y

!

0.3

Nimr Sludge pit system upgrade -FED 1 DD Petroleum Development Oman LLC

R e v i s ~ o nletter

Princ~pal Cons~gnee

Petroleum Development Oman LLC

S~gnature

Eng by Worley Parsons - Arabian DEP 05 00 10 80-Gen, Sheet 1 of 2. 0312003

lndustries (JV)

THIS COMPLETE DATA SHEET IS NEW

pumps or those of normally not ~ n n l n gelectrically dnven units stand-by lor

AND IS PREPARED FOR PROJECT 'XX' WBS NO. NIM.IN 09.011

normally running steam-driven ones ( e g c h a r g ~pumps. boiler feed pumps)

Coincidence Factors (needs PDO'S approval) X

G "Stand-by". loads requtred In emergencies only. such as hrr-water

Date

z

i

Area

0.1 0

A

SEP '10

JUNE'11

UTILITY DATA

-

ELECTRICAL

Contract No C 3110606 Project No

-

ISWED: 415V OUDOOR DISTRIBUTION BOARD

Nimr

PAlP00405

D r a w ~ n gN o ' NIM-4-6419-002

Sheet no 1 of 1

30x5rnm TINNED Cu EARTH BUSBAR

EB FEEDER NO DESCRIPTION

00

01

03

114

05

06

07

INCOMING SUPPLY

LCP-1

SPARE

DB-3

LIGHTING DB INSIDE

SPARE

SPARE

CONTROL ROOM RATINGJKW MCCB

400A, 4P MCCB

250A TP MCCB

200A TP MCCB

100A TP MCCB

100A TP MCCB

63A TP MCCB

63A TP MCCB

63A TP MCCB

RATING

O/C&S/C Release

OIC&SIC Release

OIC&SIC Release

OIC&SIC Release

OIC&SIC Release

OIC&SIC Release

OIC&SIC Release

OIC&SIC Release

i v - i 6-1029 4Cx120 Sq rnm

LV-16-1027 4Cx95 Sq mm.

1 CABLE TAG & SITE

I

I


1

SCOPE OF PROJECT

/ c o ~ r r a n m ~ 3 1 1 0 6 ~ PROJ 6 1 NO

PAlPd0405

IN CASE O F DEVIATIONS A MARKED U P PRINT SHALL B E SENT TO T H E PROJECT ENGlXEER =*U NTS2 C A p DR$WIN$

HU C ~

SOUTH OMAN NIMR

D ~ T I P I

MDB

orsms~m

SINGLE LlNC DIAGRAM O f MOB

// If 0 8 0 0 2 0 0 3

OS1/26N PRUNG

S~CUIC

m

1 POD APPPOVA,

OR AWlNG REVISION ~-~ - - - - - ~---ATIONS YAJKED U P PRINT S H A U B E S E N T TO COASrAL DESIGN 0 MASTER

REFERENCE DRAWINGS

6

I

6

I

I

-

T

*PL,

rYC

cmt

SCC,

II II NiM wn

n

,

,

4

SCRi~

y(m

"""s~r

2515 002

PIIDli~*c./l ry m 9zr

DOI1 3 1 / I)

~

FROM MDB-1 LOCATED AT SEWAGE TREATMENT PLANT REF. DRG. NIM-4-2801-001DO

ON LOAD ISOLATINP SWATCH

4

4

I

PHOTO iLECTRlC CELL MTH CONlACl THAI OPLNS A 7 DARKNESS

ii

FUSE CABLE GLAND IHAWfiE TYPE 153 OR ~ ~ u ~ V A L AEPNP R ~ OMD)

@$$

EARTH LEAKAGE M O N I l O R

Y + McB

B+s

I

CONmOL DIAGRAM

0 0 [XI

*

OR FELDER ARC INDICATIVE l

1

I

CURRENT TRANSFORMER 3 NOS CURRENT TRANSFORMER 1 NO

JUNCTION BOX

SOCKET OUTLETS S H A L L BE MOUNTED ON THE SIDE OF THE PANEL AND WIRED B Y THE VENDOR. -0

r

RcD

CONTACTOR WlTH OVERLOAD RELAY

N

A

L

l

I

E

D

-

-

O

N

-

-

-

-

-

-

-

-

-

THE INCOMING CABLE SIZE 1 0 THIS DISTRIBUIION BOARD IS 4Cx2SO S t = XLPE/SWA/PVC/CU 5 0 VENDOR TO PROVIDE SUITASLE TERMINAL FOR TERMINATING THIS CABLE NOES

-

THC SAME SHALL BE -

-

-

_

-

-

-

-

SLD - MAIN DISTRIBUIION BOARD CABLE SCHEDULE DRAWING CONTROL INDEX -

-

-

-

-

NIM NIM

4 4

-

CABLE DLSLRsnm

NIM

1

mu

I

2815 6413 %R,*i

REFERENCE DRAWINGS

PAlP 00405 \IN

i

F

MARKED UP PRWT

SHALL B E SENT TO THE- PROJECT ENGINEER/ YIU

-

I PC"

*""am

W

DIX

APPr/m_

.

CAD

.NIMR

-

MD

-A

05

mow,

,
on-m

ELEC. SINGLE LINE DIAGRAM

.,,,,,

DISTRBUTION B O A R D

8 8 WD

POY ,Psll(N*L

MASTER DRAWNG REVISION CASE O F D E Y l A n O Y S M A R K E D UP PRDiT SHALL B E SENT TO COASTAL D E S I G N O F F I C E

'

'__

NO

-

l+troieum k m h p m e n t2 om-

%bV

DCMlFiim

DRAnNG'

&uG-3 ., ., --------SLUDGE PIT FACILITY

1 / 3 DO 3 Y(

CASE O F DEY1ATIONS A

ARU

0 0 2 DO 3

2635 400 D c .r L*I*r*c

~ % 1 0 6 0 6 1 PRO1 NO

-I

uCr

I

m,, UvvecD

ow M 9Z

NIM 4 6 4 1 1 001 DO 1 8

1

I

MOTOR (EOU!PME.N?) No.

I I kW

MAIN

/

PANEL NO.

SLUDGE OIL TRANSFER PUMP

SLUDGE OIL TRANSfCR PUMP

13

/

I PUhiP I iviODUiE I

P-46358

2

CABLF 'A' CABLE

SIZE

I

CABLE 'X'

CABLE

CABLE No.

I

'8' NO.

TrRM,,,., ,L

CABLE No

A

3C

1

16

LV-48-6061

LV-48-6062

LV-48-6063

-

3C

1

16

LV-48-6065

LV-48-6066

LV-46-6067

*

*

B

I

NVMSCRS L 2

C

D

CABLE CABLE No. LV-48-6064

I

'Y'

...

CLKMINA'L Nii*iBiiiS

L

f

G

H

•

*

. .

TERMINAL NUMBERS B Y C&A FOR DETAILS REF. DRG. NO. NIM-5-4745-XXX-DO

1 APPROVED

FOR

I

I CONSTRUCTION I / THIS COMPLETE DRAWING IS NEW AND FORMS PART OF SCOPE OF PROJECT WBS# C.OM. NIM.IN.09.011

UTM NORTH

iH1S COMPLFTE DRAWING IS NCW AND FORMS PAR? OF SCOPE OF PROJLC? WBS# C OM.NIM IN.09.011

G 1 XP 'la

1 Khalid I

KD IWL

I iSSUiG fOR

1-

COMUCNTS

LUlL

-nmm

CDNTUClNO

I

1

i i l !

!

1

C3110606

I

1

PROJ NO

1

PAiPd0405

I

I

I IN

CASE OF DEVlATlONS MARKED U P PRINT SHALL B E SENT TO COASTAL DESIGN OFFlCE

P D

0 *PSS(IY.,

NlMR

,,,,,p,,

I

D , NC

PROJEC? ORAWING RCVlSiON IN CASE OF DEVULTIONS A MARXED U P PRINT SHALL BE SENT TO THE PROJECT ENGDjEER -: NONE C@ DR;UINF D , X , . -

I

OVERALL C A B L E TRENCH L A Y O U T

I /

I

OLD STP

1

PLANT NORTH

BACKFILL

BACKFILL

PVC 'DANGER' STRIP CLEAN DRY SIEVED

c0 CABLE PROTECTION TILE

TOP FINISH AS PER

M P n C i I

/THE

SURROUNDING A R E A

-7

SECTION: A- A (REF NIM-4-6416-001-DO)

SECTION: B-B (REF NIM- 4-6416-003-DO)

I

THIS COMPLE3E DRAWING IS NEW AND FORMS PART OF SCOPE OF PROJECT WBS# C.OM.NIM lN.09.011

21

SECTION A - A

& B-8

I

I

THIS COMPLETE DRAWING IS NEW AND FORMS PART O F SCOPE OF PROJECT WBS# C OM NIM N O 9 011

SCOPE OF PROJECT

WBSff C.OM.NIM.IN.09.011

I

I

I IN

-

-

-

-

CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SEXT TO COASTAL DESIGN OFFICE

,,,,,,,,

I

OVERALL CABLE ROUTE LAYOUT

I

/

PLANT NOR

I

I

I

EXISTING TRACK

J

<,.> DRG NIM-4-6415-001 8 002-DO

t(- i t iCi -- /

i 1

I

OLD LAGOON

OLD LAGOON

i I

1

1 i

I

i

iI i

iI i

i i

I

1

I

i

I I I I

,

i

I

1

i

OLD S I P

I i

OLD

I 1 i I

OLD LAGOON

OLD LAGOON

~

1 i I

I I

II i

I I . RECEIVING SUMP4x4x3 6mH -

> j

EXISTING TRACK -

SITE LAYOUT

-

I

<>[

PLANT NORTH 56'49'54"

s.w

UTM NORTH

(MAV/JL~NC)

-&-

1 0 M POLE MOUNTED FLOOD LIGHT FIXTURE WITH 250W H'SV LAMP (2 FITTINGS)

PWNUNG WlND

st

(mw n i r m x )

D6

DISTRIBUTION BOARD REMOT CONTROL U N l l

I EQUIPMENT DATA IEQPT. TAG NO. I DESCRIPTION 1 A-48307 1 SLUDGE COUECTION PIT I A-48308 I SLUDGE COUECTlDN PIT 1 A-48305 1 PIG LAUNCHER

OXYGEN SCAVANGER DOSING PUMP

1 Y)

W

FOR FURTHER ROUTING REF.

DRAWING LIMIT S 199.000 AND PREPARED FOR PROJECT WBS# C.OM. NIM.IN.09.011

1 I 1 I I

APPROVED FOR

TYPE

THORN SONPACK 250W HPS T

DESCRIPTION

FLOOD LIGHT POLES

THIS COMPLETE DRAWING IS NEW AND FORMS PART OF SCOPE OF

& Automation Drawings

PAIP00405- Nimr Sludge Pit Ur, gradation.

Document Control In

Client : Petroleum Developmeilt Oman LLC (PDO)

Job No. : J&

Phase: AFC

PAP00405

Title : Nimr Sludge Pits System upgrade - FED Sc DD

Discipline Code: Control & Automation Item# Document No Size Description: 1 NIM-5-4745-001-DQ A3 Instrument loop Diagram (37 Sheets) 2 NIM-5-5588-DQ A3 SGS Functional Logic Diagram (9 Sheets) 3 NIM-5-6079-DQ A3 DCS Functional Logic Diagram (6 Sheets) 4 A3 Functional Logic Diagram-Sludge Pit (15 Sheets) NIM-5-6531-DQ

Report printed on: September 20,201 1 10:09 AM

Rev# A A A A

Current Revision Detail Date: Status: 20-SEP-11 AFC AFC 20-SEP- 1 1 20-SEP-1 I AFC AFC 20-SEP-11

Rev# 0

0

Earlier Revision Detail Date: Stal IF1 3 1-MAY-] I 08-JUN-I I 08-JUN-I I 08-JUN-1 I

Pa!

FUNCTIONAL LOGIC DIAGRAMS NIMR SLUDGE PIT

I

I

I


\

I

THIS COMPLETE DRAWING IS NEW AND FORMS PART OF SCOPE OF PROJECT 'DQ' WBS No. NIM.IN.09.011

---C-t--

I I

I

I

I

I

-

I

I

I

--

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE

DRWGTYPE

:

RTU FUNCTIONAL LOGIC DIAGRAM

DEscRIPnoN

:

COVER SH EE T

- -

I

I

WorlevParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAIP00405

I

I

ARu

:

NIMR SLUDGE PIT

DRw.mE

:


DESCRIPTION

:REVISION/INDEX

sue I

I


I

I

I

APPROMD

RN

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-.

BY

I WBS No

DESCRlPTlOEl

-67tlm

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I PROJ.ENG.

--

SPECENG.

-

m . n .&rpmva, . . .. ...-

SHEET

NO.

&IT&&

05

v'aw D

R

~AREA CODE

ijl&u+s> Petroleum Development Oman ENC SECT

SERIAL NUMBER

SHEET

PROJ DWO RW CODE SIZE

NIM 5 6531 002DQ 3 A

WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAIP00405

!al

A N D

%

,OGIC FI FMFNTS

SYMBOLS

'8'

AND

'v"

DESCRIPTION

REMARKS

I+

MANUALLY OPERATED CONTROL

g y PUSHING

f=


g y ROTAnNG

RESET WITH RESTRICTED ACCESS

e, g. SPRING RETURN

0 R

1I T I

%

-

,

ALARM OUTPUT SIGNAL

(INVERTOR)

When slgnol (When signal

= 0, the alarm lndlcatlon Is "on" = 1, the alorm Indication after

-

acknowledgement, Is "off")

DELAYED TURN-ON

OUTPUT

STATUS OUTPUT SIGNAL

( SLOW OPERATING )

When sign01 = 1, the status indicotion light is "on" (When slgnol = 0, the lndlcatlon llght Is "off")

DELAYED TURN-OFF OUTPUT ( SLOW RELEASING )

SIGNAL POWER ONE SHOT OUTPUT

ALL SIGNALS TO IF0 AND TO ESD VALVES TO BE POWERED 24V DC CONTACTS

c SYMBOLS

DESCRIPTION

rrE!P SERVICE

Y

c

REMARKS

FUNCTIONAL 'INPUT' LOGIC ELEMENT

X

PHYSICAL CONDITION CORRESPONDING TO A LOGICAL '1' AT a

RELATES M E BINARY STATES OF THE FUNCTIONAL INPUT LOGIC TO AN EXTERNAL PHYSICAL CONDITION

Y

PHYSICAL CONDITION CORRESPONDING TO A LOGICAL '0' AT a

FUNCTIONAL 'OUTPUT LOGIC ELEMENT

X

SHEET-yy

@ @

e. g. KEYLOCK FOR MAINTENANCE

OVERRIDE SWlTCH (MOS)

..

SIGNAL LINE JUNCTIONS

TRANSFER INDICATOR OF SIGNALS TO ANOTHER SHEET

SHEET-xx

LOCKING DEVICE

CROSSING OF SIGNAL PATHS

A DCS F FLD HW IFB OC RML

=

ROV RTD SCADA SK SL SSL S/D UCP xx-DS-xxx=

=

MCC

=

TRANSFER INDICATOR OF SIGNALS ON SAME SHEET

ALARM = DISTRIBUTED CONTROL SYSTEM = FIRE = FIELD = HARD WIRED = INTERFACE BOX = ESD PANEL ON OPERATOR CONSOLE = REMOTE MANIFOLD LOCATION REMOTE OPERATED VALVE RESISTANCE TEMPERATURE DEVICE = SUPERVISORY CONTROL AND DATA AQUlSlTlON = SOFTKEY = SERIAL LINK = SAFEGUARDING SYSTEM LOGIC = SHUTDOWN = UNIT CONTROL PANEL TAGNUMBER FOR COMMUNICATION DCS -SSL =

INTERGRATED MOTOR CONTROL CENTER

PHYSICAL CONDITION CORRESPONDING TO A LOGICAL '1' AT b

c' SERVICE

RELATES THE BINARY STATES OF THE FUNCTIONAL OUTPUT LOGIC TO AN EXTERNAL PHYSICAL CONDlllON

Y


sua

DESCRlPTtON

viir*a

PaoJ.wG.

BIN0

PDQ

:

AREA

NIMR SLUDGE PIT

1

NO.

:RTU FUNCTIONAL LOGIC DIAGRAM

olrrmr

,&&*%$-

05

DRw

APPROVAL

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE

OESCRIPTION

:SYMBOLS & GENERAL NOTES

/,./

Petmieurn Development Oman

NO

CODE

SECT

LA,

NUMBER

/uEE,lpRmD,_ CODE SIZE

NIM 5 6531 007 DQ 3 A

--

WorleyParsons-Arabian Industries (JV) Contract No.:C3110606 Job No.: ~ ~ 1 ~ 0 0 4 0 5

R TU

REF. No.

\REF. No

1

I

I

I

I

I I

SCADA 1 ALARM 5-48362 HIGH DlFF PRESS I

I

I I I_ 48-LIZA-1448 I SLUDGE PIT A-48307 I ALARM LEML HlGH HlGH

OUTPI'

48-Fl- 1414 P-48357/58 COMMON DISCHARGE ROW

48-PDIA-1520 SAND FILTER TX S-48362-0lFF.PRESS

48-UZA-1448 SLUDGE PIT Fw TX A-48307 SAFEGUADING LEVEL

I

I

I I I I

I

I I I I I

I I I

I I I

I I

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SLUDGE PIT ITD TX A-48308 SAFEWADING LEML

- 8

NOTE-1

-

I

NRPS

I I

48-LIZA-1418 SLUDGE PIT A-48307 LEVEL HIGH HlGH

I I I I I I I

I

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5-48362

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7

&

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NOTE-1

48-LIZA-1451 SLUDGE PIT A-48308 ILEVEL HIGH HIGH

I

Q-IH

I

I

48-LIZA-1451 SLUDGE PIT A-48308 ALARM LEVEL HlGH HlGH

1

1) INDICATION AT LOCAL CONSOLE. NOTES/REFERENCE DRAWINGS

R~~

NRPS SCADA

DATE

APPROMD EY

DESCRIPTION

B.I.NO.

o m .

P

E

G

DRWG.WPE


2

, , I,.( CODE

SECT

3

ERtA, NUMBER

4

5

NRPS SCADA

6

l,lpwowR,

CODE SIZE

PDO APPROVAL

?AsTEnD

R A ~ ~n!vlsloN G

IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE

DESCRLPION

:P-48357/58 48-uz-z656/58 (SLUDGE OIL TRASFER

PUMPS)

NO

NIM 5 6531 010 DQ 3 r!

WorleyParsons-Arabian Industries (JV) Contract No.:C3110606 Job No.:

PAIP00405

I

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I REF.

No.

I

R TU

1

I

JREF. No.

I

OUTPl

I I I I I I I

I I I I I I I I I I

,

48-

5-2660

sW LOCAL - 3 5 RESET 7 8

k

- P-48357 FIELD T X HEAT DETECTOR

I

I

I I II

I II

I I I I

-

2

/-

UL

I

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DflECTED

P-48358 HEALTHY

I I I

I 48-XZA-2343 FIELD T P-48358 X HEAT DETECTOR

P-48357 HEALTHY

I I -

I I I I

PROJ.ENC. REV

OAK

BY

DESCRlPTlOIl

B.I.NO.

SPEC.ENC.

PDO APPROVAL

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION I N CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE-

DRWG.MPE

:

R TU FUNCTION AL LOG1C D 1 AGR A

D,scRlmo,

:

P - 48 357 /5 8

'

48-112-2656/58

(SLUDGE OIL TRASFER PUMPS)

WorleyParsons-Arabian Industries

NO

NIM 5 6531 01 1 DQ 3 A

(JV)Contract No.: C3110606 J o b No.:

PAIP00405

1

I

I REF.

I'

I P-48357

START ACTIVATED

48-GB-2656 R PUMP P-48357 RUNNING

\

P-48358

START ACTIVATED

48- 0-2657 R PUME P-48358 FIELD RUNNING

\

RUN

RUN

I

R TU

I

I I I I

t

-

t - 4 012

1 I I

I I I I I I I I I

I I I I I

I I I I I I I I I I I I

I I I I

-

t=20 Sec

P-48357

&

I

No.

I 1 I

FAILED (NOTE-1)

I

OUTPI'

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3-L.

P-48758 START

t=5 Sac

[

/

I [REF.

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No.

I

c-

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9 t = l D Sec

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I P-48358

I I

FAILED (NOTE-1)

t=20 Sec

I I

I I I I

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1

l1-L

&.

t=5 Sec

c

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t=10 Sec

-

-

-

I I I I I I I I

012,3 014

I 1

t 9

RUN

'

I

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48-GB-2656 PUMP P-48357 RUNNING

STAND BY PUMP P-48357 START

P-48358 DISABLE

RUN

48-GB-2657 PUMP P-48358 RUNNING

L

DR~C.TYPE

:


WorleyParsons-Arabian Industries (JV)Contract No.: C3110606 Job No.:

NRPS SCADA

PAIP00405

NRPS

SCAD!

I

If

I REF.

'

48-HS-2217 NRPS S SLUDGE OIL PUMP SCADA K OPERATING MODE

MANUAL

48-LIA-1447 T A-48307 LEVEL

X

FIELD

I

LOCAL CONSOLE

I

48-LIA-1452 T A-48308 LEVEL

0-1447

W 0.0,s.

s

48-LIO- 452 48-LIA-i447

I

1

1 REF.

R TU

I

OUTPU SLUDGE OIL PUMP P-48537 OPERATlNG MODE

I

I

I

I I

I

48- IA-1447 A - A 3 0 7 LEVEL HIGH

COMPARATOR

-

-

NOTE-2

&

I

I

I No.

I I

X

- CONSOLE

I I / I

I

No.

I

1

I

I I I I

I

I I I I I

I I I I I

I I I I I

I I I I I

-

-

48- IA-1447 A - A 3 0 7 LEVEL LOW

I

I I @

1

@ 013.3

I I 1

I

-

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I

I

I I I

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SCAOA

P-48537 AUTO MODE START

ALARM

HIGH

&

L

NRPS

I

-

u

ALARM

48-LIA-1447 A-48307 LEVEL HlGH

48-LIA-1452 A-48308 LEVEL LOW

NRPS SCAOA

48-LIA-1452 A-48307 LEVEL HIGH

NRPS SCADA

48-LIA-1 452 A-48308 LEVEL LOW

NRPS SCADA

START

I

I

W O.O.S.

-

I I I

DRWG.~E


I I ALARM

I'

-

P-48357 AUTO MODE

I

I REF.

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No

I

-

I

R TU

/REF No

I

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OUTPL

U WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAIP00405

I REF.

I

NRPS SCADA

;

8-

I

I I ITART I

48-HS-2659 PUMP P-48358 REMOTE START

K

No.

-2

k=

flELD W ~UM:sP-g!58 LOCAL START

I

I

1

I

RTU

2J-L t=lOsec

I I 1 013.5 1 I @ I

P-48358 AUTO MODE START

'

11---

IREF. No.

I

I

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OUTPl

--

&

I

P-48357 DUTY SELECTED

START STAND-BY PUMP P-48358

I S PUMP P-48358

SCADA K REMOTE STOP

NRPS

t=lOsec

'

48-HS-2220 S PUMP P-48358 W LOCAL STOP

I

I

1

I

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START PERMISSIVE

P-48358 HEALTHY SLUDGE OIL PUMP P-48538 OPERATiNG MODE

1

I P-48358 DISABLE

013.2

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I I I

@

P-483%

NOT STOP

1

016

P-48358 AUTO MODE STOP

I

B.IN0.

1

PRDJ.ENG.

1

SPEC.ENG,

NIMR SLUDGE PIT

1

NO,

05

SUB AREA

:

a m r n E

;RTU FUNCTIONAL LOGIC DIAGRAM

DEsmIPvoN

:

PDO APPROVAL

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION I N CASE OF DEVIATIONS MARKED UP PRINT SHALL B E SENT TO COASTAL DESIGN OFFICE:

P-48358 48-112-2658

(SLUDGE OIL TRANSFER PUMP)

_

&% ' &

NO

( J

kJ-GU& 3. * y

Petroleum Development Oman CODE AREA

SECT

NUMBER SERIAL

1 WETI,

CODE SIZE DwRw,

NIM 5 6531 015 DQ 3 A

WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.:

PAIP00405

I REF.

No. 1

I I I I

RTU

I I I

I

IREF. No.

I

I I I I

I I

OUTPL'

I I START P-48357

I

PUMP P-48357 START PERMISSIVE

I

I

I

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I I

I I

I I

I

I

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I

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PUMP P-48358

"START"

I

! 1

TO

P-48358 "START"

I -

P-48358

R~

11

DATE

NOTES/REFERENCE DRAWINGS L T L C I ~ nn n n ~ n ~ m m x ~ mr ~ n r n ~ TnD ~ ~ 1 Cx U A T1T IIY bnan UP U ~ Y M I I U I Y I I I IYIHIIIUU ~r ~ L U A Y A OILTT I

PROlEtiG

APPROVED BY

DESCRIPTION

s p ~ c p ;

uu

PPMT TA YYI~I

I V

P~ACTAT V\J-L-

05

AREA

:

DRWG.TYPE

:

R TU FUN CTI ON AL LOG1 C D1 A '2 R A M

~scmpxo,

:

P - 48 3 57/5 8

B.I.NO.

NO.

~ F C T C N ~T~'T~'IPT~' v v u r u a r

v r r r v v

I I

18-112-2657/58 ,

PUMP

MOTOR CB

TO SLUOGI PUMP MOTOF CB

5

4

~etro~eurn Development ~ m a ~

DRN

PDO APPROVAL

MASTER DRAWING REVISION ~ DP

2

NIMR SLUDGE PIT / z#% 'v Ij sm

SLUDGE

I SCALE : 0 1

-

SLUDGE MOTOR CB

NOT STOP

I

I

(SLUDGE OIL TRASFER PUMPS)II ~

) WorleyParsons-Arabian Industries (JV) Contract No.:C3110606

*O

I

1

I

AREA CODE

N'M

/ / EN. SECT

SERIAL NUMBER

I 1 I

6531

Job No.: P A I P O O ~ O ~

WOE pRU SIZE

1'

D QI ~ I

I

I REF.

IE

1-

I

I

I

1 I I I

I I I

I

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I 48-LIZA-1450 T T-4833 OXYGEN X SCVRENGER DOSING TANK LEVEL

-

I

No.

I

I I

I

I

I

I

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I I I

IREF. No.

R TU

SCAVENGER DO SIN^^,

--- -... -

.

-,

:,

~~

48-LIZA-1450 ,4833 OXYGEN SCAVENGER DOSING TANK LEVEL LOW

n N O T E - I

2 -

-

480 T- 4 E N SCAVENGER DOSING TANK LEVEL LL

-

i

'!

l -

REMOTE RESET REQUIRED (NOTE-1)

&

REMOTE RESET

8-

S-266

9 FIELD W LOCAL RESET

@=

48-PIZA-1518

Tx flELD

&%A"GM

PRESS.

48-PIZA-1519

_

I

OUTPUT

48-LIZA-1450 T-4833 OXYGEN

I

'

TANK LEVEL HIGH

I

LOCAL RESET REQUIRED (NOTE-1)

-

-

I

I

I

I

I

I

I I I I I I I I

I I

48-LIZA-1450 T-4833 OXYGEN NRPS SCAVENGER DOSING SCADA ALARM TANK LEVEL LOW

-

48-LIZA-1450 T-4833 OXYGEN NRPS SCAVENGER DOSING SCAOA ALARM TANK LEVEL LL

I I I I I I P-48359 HEALMY

&P-48360 HEALTHY

-P-48359

~

~

~

~

- ~ ~ - P I Z A - I 51 9

-

2Fb

~

~

~

p

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s

.

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P-48360 >.HH DIAPHRAGM PRESS.

--

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:

NRD+

3



PAlP00405

4

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P-48359 START ACTIVAED

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'IELD

'lELD

\ RUNNING

48-HS-2229 S PUMP P-48359/6 K OPERATING MODE O

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I

No. I

l

t

-

f

;

-

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IREF. No.

P-48359

FAILED (NOTE-1)

I

I

I

t=20 Sec

&

OUTPU-

3-L

START STAND BY PUMP P-48760

021

t=5 Sec

C-

I t

9 t-10

P-48359

Sec

I 1 I i I I I I

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1

I I I I I I

D,w,.mE


DISABLE

:


@ @

I / I 1 I I I I

P-48359 OPLRAnNC MODE P-48360 OPLRADNO MODE

1

OPERATlNG MODE

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P-48359

START ACTIVATED

I

I

-

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1 REF.

IE

No.

I

I

1

R TU

[REF. No.

I

OUTPU'

P-48360

START ACTIVATED

P-48360 START PERMISSIVE

P-48360

HEALTHY

P-48360

P-48360 DISABLE

: NIMR PRODUCTION STATION --- ,

REV

I


DATE

I

DESCRlPllON

B.I.NO.

I

.o,w.

spEc,~+G.

-- .*waovr\$ .. . ..-...-

DRWC.~E

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1

01


DEsculPnoN

:

48-UZ-2657 P-48360 (OXYGEN SCAVENGER DOSING PUMP)


(JV) C o n t r a c t No.:

&J4+e-4.q.+

_-


RTU FUNCTl ON AL LOGIC Dl AGR AM

,onn

IN CASE O F DEVIATIONS MARKED U P PRINT SHALL B E SENT TO C_OASTAL DESIGN OFFICE

'., 1

NOT STOP

DRw/

CODE

NO

,

EN. SECT

1, , 1 1 /D,lREv, NUMBER

pR, CODE SIZE

L

NIR 5 6 5 3 1 0 2 1 DQ 3 A

C3110606 J o b No.: PAIP00405

I REF.

I

I

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F I

No.

I

RTU

I

I

I I

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(REF. No.

I

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I I I START I-- P-48359 "START" I

I

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PUMP P-48359

OUTPU-

NOT STOP

-P-48359 STOP" STOP

I

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TO PUMP MOTOR CB

TO PUMP MOTOE CB

I TO PUMP MOTOF CB


I

I

I

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PUMP P-48360 NOT STOP

I

I

I

I

I

I

I

I

I

I

-

-

I

I

I

I

I

I

I

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION IN CASE OF DEVIATIONS MARKED UP PRINT SHALL B E S E N T TO COASTAL DESIGN OFFICE

-P-48360 "STOP" STOP -

DEscRbPmoN

:48-UZ-2657 P-48359160 (OXYGEN SCAVENGER DOSING PUMP)

MOTOI

CB

I

I SCALE :

I

TO PUMP

NO

CAD DRAWIlr

NIM 5 6531 022DQ 3 C


PAIP00405

DCS

NOTES

FUNCTIONAH, LOGIC IDHAGRAMS

-

1) SERIAL LINK SIGNALS FROM THE SGS WHICH REQUIRE NO FUNCTIONAL LOGIC IN THE DCS ARE NOT SHOWN IN DCS FLD'S. SEE SGS FLD'S NIM-5-6080

FOR FULL SIGNAL DETAIL.

SCOPE OF ' DQ' PROJECT WBS NO.: NIM.IN.09.011

2) THESE FLD'S ONLY SHOW SCADA CONNECTIONS WHERE THESE ARE RELATED TO FUNCTIONAL LOGIC WITHIN THE DCS. SEE DOCUMENT No. NIM-5-5606-001TELEMETRY POINT LIST.

I

m. ASD C FEB'02 B

.

DATE

APPFS'--

e.


IN L A ~ Lur "a"-

A-

--.-.-.-.7-

. , . . . . n

U L V I A I I U N ~ MAKUU

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PROJ.3R

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REV

...

AS BuI~?

JUN'OI

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AS BUILT UP10

QUILT FOR

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MASTER DRAWING REVISION m" DL DLNT TO COASTAL DESIGN OFFICE

:DCS FUNCTIONAL LOGIC DIAGRAM

DaihwE

- - . .- - - . . - - -

I LlESCRlPTiON

:

VkK SH k. k 1

I

I

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NO

...I

qvlu

~T~pRoJ~DwG~ CODE SIZE I

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NIM 5 6079 001 DQ 3 A

"TT.7,

WorleyParsons-Arabian Industries (JV) Contract

I

No.: C3110606 Job No.:

PAIP00405

mw.nw

:

DCS FUNCTIONAL LOGIC DIAGRAM

WorleyParsons-Arabian Industries (JV)Contract No.: C3110606 Job No.: PAIP00405

'I

IR JTS

REF NR.

'

I I

I I

I SGS M co$AND i I ---GBS"" N ~ Y V ~ ~ P E N 0 I I

I+

-UZOPEN CLOSE

0

-GBS-

-

C

wL~~U~osm

NOTE 2

I STAIND

STATUS WORD

I

-

)

I 1 1 I I I 1 1 I I

I

I

I

1

NOTES :- 1.

!&L!.&

DEFINITIOh!

1 2

VALVE CLOSED VALVE OPEN TRAVELLING TO CLOSED STATE TRAVELLING TO OPEN STATE FAULT COND. VALVE SHOULD BE CLOSED BUT FEEDBACK IS NOT CORRECT. 5 (NO CLOSED SIGNAL, NO OPEN SIGNAL) 6 FAULT COND. VALVE SHOULD BE CLOSED BUT FEEDBACK IS NOT CORRECT. (OPEN SIGNAL AND NO CLOSED SIGNAL) 7 FAULT COND. VALVE SHOULD BE CLOSED BUT FEEDBACK IS NOT CORRECT. (CLOSED AND OPEN SIGNAL BOTH) FAULT COND. VALVE SHOULD BE CLOSED BUT FEEDBACK IS NOT CORRECT. (OPEN SIGNAL WlTH NO CLOSED LIMIT SWITCH CONFIGURED) FAULT COND. VALVE SHOULD BE OPEN BUT FEEDBACK IS NOT CORRECT. 9 (NO CLOSED SIGNAL, NO OPEN SIGNAL) 10 FAULT COND. VALVE SHOULD BE OPEN BUT FEEDBACK IS NOT CORRECT. (CLOSED SIGNAL AND NO OPEN SIGNAL) 11 FAULT COND. VALVE SHOULD BE OPEN BUT FEEDBACK IS NOT CORRECT. (CLOSED AND OPEN SIGNAL BOTH) 12 FAULT COND. VALVE SHOULD BE OPEN BUT FEEDBACK IS NOT CORRECT. - (CLOSED SIGNAL WlTH NO OPEN LIMIT SWITCH

:

-~

-UZVALVE STATUS

I I I I I

I I I I I I I

I

I

I

-

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(NOTE 1 )

I I I

I

I

GDEV BLOCK

I

I

NOTE 4

I

I I I I -

I

NOTE 3

I

I

OUTPU

DCS LOGIC

I

(SL) L

2) BLOCK NAME TO BE UZXXX 3) REPRESENTS VALVE STATUS INDICATION ON DISPLAY (VALVE SYMBOL GREEN WHEN OPEN. YELLOW WHEN CLOSED) 4) REPRESENTS FAIL ALARM INDICATION ON DISPLAY (VALVE 'SYMBOL RED) AND ALARM IN ALARM-LOG. 5) TIMER SETTINGS FOR DELAYS BETWEEN COMMAND SIGNAL AND STATUS VERIFICATION ARE TO BE DETERMINED DURING COMMISSIONING. AND WILL BE STROKING TIMES.

I

I

I I

I I I I

-

2

mvC.rvE

:

SCAD'

5

DCS FUNCTIONAL LOGIC DIAGRAM


4

SYMBCILS

=Pt

A N D

DESCRIPTION

.*

REMARKS

1 I -T I

€==


g y PUSHING

J==


~y ROTAnNG

RESET NTH RESTRICTED ACCESS

e, g. SPRING RETURN

LOCKING DEVlCE

e. g. KEYLOCK FOR MAINTENANCE OVERRIDE SMTCH (MOS)

o

AUTOMATIC RESET

I+

SPRING RETURN PUSH BUTTON

DELAYED TURN-ON OUTPUT ( SLOW OPERATING )

When signal (When signal

MOMENTARY CONTACT

= 0, the alarm indication i s "on" = 1. the alarm Indication after acknowledgement, is "off")

DELAYED TURN-OFF OUTPUT ( SLOW RELEASING )

-I

ONE SHOT OUTPUT

t =a -b

SYMBOLS

DESCRIPTION

ETEP SERVICE

(b)

When signol = 1, the s t a t u s indication is "on" (When signal = 0, the lndlcation is "off")

Y

W I SERVICE

REMARKS

FUNCTIONAL 'INPUT LOGIC ELEMENT

X

PHYSICAL CONDITION CORRESPONDiNG TO A LOGICAL '1' AT a

RELATES THE BINARY STATES OF THE FUNCTIONAL INPUT LOGIC TO AN EXTERNAL PHYSICAL CONDiTION

Y

PHYSICAL CONDlTiON CORRESPONDING TO A LOGICAL '0' AT a

FUNCTIONAL 'OUTPUT LOGIC ELEMENT

X


RELATES THE BINARY STATES OF THE FUNCTIONAL OUTPUT LOGIC TO AN EXTERNAL PHYSICAL CONDITION

Y

PHYSICAL CONDITION CORRESPONDING TO A LOGICAL '0' AT b IDENTIFIES INPIJT/OUTPUT TYPE 1.E.-M.Tx

ZZ

~ = I - A 1-1

u

I

1

[AS BUILT FOR PROJECT ~ 7 196.8981 I

I

I

--

I

I

PROJ.ENG.

1

CASE

1

SPEC.ENG.

PDO AI)I)ROVAL

MASTER CIRAWING REVISION OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE


IN

I

\

I

A

ETC.

TYPE

:

,.,

00s

=

RCT RML ROV RTD RTU SCADA SK SL SGS S/D TC Tx UCP VF

= = =

=

BSP

=

BURNER START PANEL (HEATER)

GFS

=

FlRE AND GAS PANEL

=

= = = =

= = =

= =

VWV

---.

,-

LOGIC DIAGRAM

-

-


rn

k UN 1"TIONAL 8

TRANSFER INDICATOR OF SIGNALS ON SAME SHEET

ALARM CENTRAL CONTROL PANEL DISTRIBUTED CONTROL SYSTEM FlRE FIELD INTERFACE BOX MAINTENANCE OVERRIDE SWITCH OPERATOR CONSOLE (ESD PANEL) OPERATIONAL OVERRIDE SWITCH RELAY CABINET REMOTE MANIFOLD LOCATION REMOTE OPERATED VALVE RESISTANCE TEMPERATURE DETECTOR REMOTE TELEMETRY UNIT SUPERVISORY CONTROL AND DATA AQUlSlTION SOFTKEY SERIAL LINK SAFEGUARDING SYSTEM SHUTDOWN THERMOCOUPLE INPUT TRANSMITTER (4-20 m A ) UNIT CONTROL PANEL (INST.AIR COMPRESSOR) VOLT FREE CONTACT

:PRODUCTION STATION -a

SHEET-yy

@

A CCP DCS F FLD IFB MOS OC

SIGNAL LINE JUNCTIONS

TRANSFER INDICATOR OF SIGNALS TO ANOTHER SHEET

SHEET-xx

CROSSING OF SIGNAL PATHS

DRW

,---

AREA

ENG

SERIAL

coo€

SECT

NUMBER

I

NO

SHEET

PROJ DWG R ~ y

SIZE

CODE I

I

NIM 5 6079 020 DQ 3 A


II

N)

48-GBS-2660 T-4807 INLET VALVE OPEN

N)

48-685-2660 T-4807 INLET VALVE CLOSED

SCS :SL)

48-GBS-2660 T-4807 INLET MV. O/C COMMAND FOR MONITORING

I

I

I I

I

I

I

I

1 REF NR. I

TS

DCS LOGIC

I

-7

I

0

I

I

I

I

REFER TYPICAL ARRANGEMENT SHEET-01 9

I

I O

I

I

I

I

REV

I

I

I

I

I I I I

I

I

I

DATE

I

I

0Ul-F"

L -

I I I I

I 1

I

1 REF NR. I I I

I

I

APPROMD BY

NOTES/REFERENCE DRAWNGS

IN CASE O F DEVIATIONS MARKED UP PRINT SHALL B E S E N T TO COASTAL DESIGN

OFFIC

I

I

I 1 I

I

I

SCALE :

-

48-UZV-2660 T-4807 INLET VALVE STATUS

SCAOA (SL)

AL LOG

- - SCOPE OF ' DQ ' PROJECT WBS NO.: NIM.IN.09.011 -

-

-

.

-

AGRAMS

-

I

t

4 .

I


SGS FUNCTIONAL LOGIC DIAGRAM

D R W G . ~

:

DEscRlPaoN

:COVER SHEET

WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAIPO0405

DRWG.lWE

:


PAIP00405


I

i

11 'JTS

I

MOS-1000 MOS FOR TRAIN 1 48-UZ-001

OC

I


OC

MOS-3000 OC

MOS FOR 'iF TRAIN 3 48-UZ-003


OC

' OC

OC

OC

MOS-5000 MOS FOR DEGASSING TRAIN / MISC. EOPMT. 48-UZ-005

MOS-6000 MOS FOR HEATERS/ HTG. MED. CIRC. PUMP 48-UZ-006

MOS-7000 MOS FOR CPI SEPRS./ WATER DISP.PUMPS48-UZ-007

I I I I I I I

R~ N .

i I 1

I I 1 I I I,

I I -1 I . I

I I

I I I I

1 I I I,

I

I

I I 1 I I

; REF

SGS LOGIC -1/5/10

I 2/5/16

NOTE 1

-3/4/9

5/1/13

NOTE 1

-

6/1/12

15/5/9

I I

-6/4/1

7/6/4

6/8/5

NOTE 1

-NOTE 1

8/6/10

P

19/6/45

-NOTE 1

lO/l/l

I I I I

I

I I

I I I I I

I I I,

1. SIGNAL FROM EACH MOS KEYSWlTCH (IN ESD PANEL) TO BE MULTIPLIED IN SGS AND COMBINED WlTH INDIVIDUAL MOS SIGNALS (GENERATED FROM OCS) FOR EACH TAG AS DETAILED IN INDIVIDUAL SHEETS.

2. FEEDBACK SIGNAL FROM SGS LOGIC FOR EACH MOS KEYSWITCH ACNAnON TO BE HARDWlRED TO ASSOCIATED LAMP IN ESD PANEL.

NOTE 2

@ NOTE 2

I

I

I

I I

I I

1

NOTE 2

I

I

I I

I

I

1

3/6/11

4/5/7

OUTPL

NR.

I I I I

I 1 1 I I,

I I

I

I

I I

I I

NOTE 2

NOTE 2

NOTE 2

I

I

I

I

I

NOTE 2

I

-

-

~~~~~~~~~~~~~~Arabian Industries (JV) Contract No.: C3110606 Job No.: ~ ~ 1 ~ 0 0 4 0 5

AMIN/KARIM WEST HEADER

TRAIN 'A' ESD

TRAIN 'D' ESD

48-HS-1277

48-HS-1276

DRWG.lYT'E

:

WorleyParsons-Arabian Industries (JV)Contract No.: C3110606 Job No.: ~

~ 1 ~ 0 0 4 0 5

II'

'JTS

48-PDIZA-1523 FU) DP ACROSS TX 48-UZV-2660

I

I

-

REF NR.

I I

01

'

;

SGS LOGIC

1

I I

-

1

I -

I

-

I L

I TRAINS A.B.C,&

D ESD

I I

&

I I

REF NR.

;

OUTPL

I

I

I

(I

I I

I I. 1 61

I

I

I I

I I

1

1

I I

I I

ON

48-MOS-5999

48-PDIZA-1523 DP ACROSS

OCS (SL)

DCS (SL)

48-UZV-2660

O

I

48-UZV-2660 OPEN/UOSE COMMAND FOR MONITORING 48-UZV-2660 T-4807 INLET ESD VALVE

O

L_

.

DCS (SL)

VW FLD

OPEN/CLOSE

48-HBZA-272 FIELD RESET

I

I

I I I

48-UA-050 HH T-4807 LEVEL

I I I I

I

I FLD

48-HS-2230 flEU> RESET

ON

I I I I I I

I I I I

I

I

REV


I I

-

>I

I

I

DCS (SL)

-

-

-

DATE

SGS FUNCTIONAL LOGIC DIAGRAM

nRwc.mE

:

DESCRIPT~ON

:SLUDGE OIL TANK T - 4 8 0 7 48-UZ- 2659

DESCRlPTlOEl BY


IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO ICOASTAL DESIGN OFFICE

NO

WorleyParsons-Arabian I n d u s t r i e s (JV) C o n t r a c t No.: C3110606

NIM 5 5 5 8 8 0 5 3 0 0 3 A

Job No.:

PAlP00405

Rvi

IE 'JTS

IFB

48-GBS-371 P-4828 vF PUMP RUNNING

FLD

I I I

RUN

I

I I I,

I

I

I I I

I I I

;

SGS-LOGIC

N .

REF NR.

;

OUTPL

II

1I

RUN

I

48-GBS-371 P-4828 PUMP RUNNING

I

I

4/4/16

INHIBIT P-4829 RUN

48-LZA-050 DCS (SL)

48-UA-050 T-4807 LEVEL 48-LZA-050

DCS (SL)

48-MOS-5090

4 -PZA-201 FLD P84828 DISCH. vF PRESSURE

I I I I I I 1 I ,I I SHT. I 018

8

a

48-MOS-2026

(SL)

RD

48-PDZA-213 LUBE OIL FILTER DIFF. PRESSURE

ON

HH

I

ON

I

DCS

DCS (SL)

I I

I

I

I

II

I1

I

I

I

I I I1

I I

4/5/23

I I I I I

I

1 I

1 I

I

I

ON

I I I

48-MOS-5090

48-PZA-201 P-4828 DlSCH PRESSURE

DCS (SL)

-

DCS (SL)

48-MOS-2000

-

4/6/17

I

1-

ON

48-MOS-2026

48-PDZA-213

LUBE OIL FILTER '" DIFF. PRESSURE

Il6"5"6" 1 I I

DCS (SL)

DCS (SL)

It'

'JTS

'I

REF NR.

'I

SGS LOGIC

iREF; N R.

OUTPI ;

48-US-287.

OC

48-HBZA-272 DEGASSING TRAIN

48-XZ-337 STATION ESD SYSTEM SHUTDOWN

48-UZV-2355

1

APPROVED FOR CONSTRUCTION THIS COMPLETE DRAWING IS NEW AND FORMS PART OF SCOPE OF PROJECT 'DQ' WBS No. NIM.IN.09~.011

DRW.T-PE

:INSTRUMENT LOOP DIAGRAMS

D ~ s c R l P n o ~:

COVER SH EET


DESCRIPTION

REV A

REV B

REV C

REV D

REV E

SHEET

DESCRIPTION

REV 0

REV A

SHEET

REV 0

COVER SHEET

001

MAY '11

SEPT'l1

REVlSION/INDEX SHEET

002

MAY '11

SEPT '11

SPARE

003

48LICA-1449

037

MAY '11

SEPT '11

SPARE

004

48LIZA-1450

038

MAY '11

SEPT '11

SPARE

005

48PIZA-1518

039

MAY '11

SEPT '11

48UA-1447

006

MAY '11

SEPT '11

48PIZA-1519

040

MAY '11

SEPT'll

48UZA-1448 -

007

48P1-1522

041

MAY '11

SEPT '11

008

MAY '11 MAY '11

SEPT.'11

48TIA-1468

SEPT '11

48fl-1415

042

MAY '11

SEPT '11

MAY '11

SEPT.'ll

MAY '11

SEPT'11

SEPT '11

REV B

REV D

REV C

REV E

035 036

48Fl-1414

009

SPARE

010

044

SPARE

011

CONNECTION BETWEEN CI SKID & RTL 0 4 5

48UZA-1451

012

MAY '11

SEPT'I1

046

48UA-1452

013

MAY '11

SEPT.'11

047

48PIZA-1516

014

MAY '11

SEPT.'11

048

48POIA-1520

015

MAY '11

SEPT.'11

48PDIA-1521

016

MAY '11

SEPT.'ll

SPARE

--

043

049 48HS-2664A/B

START/STOP

050

MAY '11

017

48HS-2663A/B

START/STOP

051

MAY '11

SEPT '11

SPARE

018

48HS-2660A/B

START/STOP

052

MAY '11

SEPT '11

SPARE

019

48HS-2658A/B

START/STOP

053

MAY '11

SEPT '11

48XZA-2342

020

MAY '11

48XZA-2343

021

MAY '11

SEPT '11

48HS-2219A/B

022

MAY '11

SEPT.'11

48GB-2656 RUNNING INDICATION

056

MAY '11

SEPT '11

48HS-2658

023

MAY '11

SEPT.'11

4808-2657 RUNNING INDlCATlON

057

MAY '11

SEPT '11

48HS-2220A/B

024

MAY '11

SEPT'11

4868-2658

RUNNING INDICATION

058

MAY '11

SEPT '11

48HS-2660

025

MAY '11

SEPT.'11

4808-2659

RUNNING INDICATION

059

MAY '11

SEPT '11

SPARE

026

SPARE

027

48XA-4106

028

SPARE

029

48HS-2661A/B

030

MAY '11

SEPT'11

064

48HS-2662A/B

031

MAY '11

SEPT.'ll

065

48HS-2663

032

MAY '11

SEPT'l1

066

48HS-2664

033

MAY '11

SEPT.'11

067

SPARE

034

054

SEPT.'~~

055

060 061 MAY '11

SEPT '11

062 063

068

-

REV

DATE

DRAWN

I

BY

CHEWED

JENc

-

PROJ ENC

DESCRIPRON

SCNANRE

E l NO P D 0 APPROVAL


-SUE AREA PROJENC R N


DATE

APPROED BY

DESCRlPllOIl

MASTER

E.I.NO.

DRAWGG REVISION

SPECENC.

PDO APPROVAL '

:

NIMR SLUDGE PIT

DRWC.TWE


DEscR,,noN

:REVISION/INDEX

-

IN CASE OF DEVIATIONS MARKED U P PRINT SHALL B E S E N T TO COASTAL DESIGN OFFICE WorleyParsons-Arabian

SHEET

dB

1 ~ o . o ~

g ''

D

R

rj Petroleurn Development Oman

~AREA CODE

ENG SECT

SERIAL NUMBER

SHEET PROJ DM: REV CODE SIZE

NIM 5 4745 002DQ 3 A

Industries (JV)C o n t r a c t No.:C3110606 Job No.:

PAIP00405

FIELD INSTkddENT

SHE' -TR

JUNCTION BOX

48-JBE-6909

48-RTU-0001

TBA-XX

110 TYPE : Dl XX

X

X

XX

F -

8-E-2717

CTRL RACK CARD TYPE SLOT NO. CHANNEL

: XX : XX : Dl : XX : XX

-4 48-E-6909 1

~WG.TYPE

:INSTRUMENT LOOP DlAGR

DESCRlPllON

:

Petroleum De

WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: P A I P O O ~ O S

SHET'YR

FIELD INSThdMENT

48-Rlb-0001

JUNCION BOX

I

48-HS-2220A TEA-XX 6G 6BN

I/O TYPE

: Dl

A

I1

-

CARD lYPE : Dl SLOT NO. : XX CHANNEL : XX

4 48-E-6909 1

48-JBE-6909

TEA-XX

XX

I/O TYPE . 01

XX

----

--

I

DRW.~E

:

DESCRlPTiON

:

: XX : XX CARD TYPE : Dl SLOT NO. : XX CHANNEL : XX

CTRL RACK

INSTRUMENT LOOP DIAGRAMS


(JV) Contract No.: C3110606

Job

No.: PAlP00405

DRWG.WE

:

INST.LOOP DIAGRAMS

Worleyparsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAIP00405

SHE! R '

FIELD INSTRUMENT

48-RTU-0001

JUNCION BOX

-

48-HS-2661 A TEA-XX

1/0 TYPE

XX

XX

-

: Dl

: XX : XX CARD TYPE : Dl SLOT NO. : XX CHANNEL : XX CTRL

RACK

448-E-6910 1

1. XX-SYSTEM DETAILS AWAITED. 2. FOR CABLE SCHEDULE REF. REV DATE DWG. No. 5-5044-XXX-DQ NOTES/REFERENCE DRAWINGS N I CASE OF DEVIATIONS MARKED UP PRINT

PROJ.ENG. ~

p BY

p

~

o

~DESCRIPllO1.I

SPECENG.

:

DRWG.WE


B.I.NO. PDO APPROVAL

MASTER DRAMllNG REVISION

SHALC BE SENT TO COASTAL DESIGN OFFICE

DEscRlpnoN

:

&pG7G5

-.

NIMR SLUDGE PIT

SUB AREA

4 8 H S - 26 6 1 A/B P - 4 8 3 5 9 LOCAL START/STOP

2.

Y


ENC SECT

SERIAL

NUMBER

SHEET PROJ DWC REV, CDDE SIZE

NIM 5 4 7 4 5 030DQ 3 A

WorleyParsons-Arabian Industries (JV) Contract No.:C3110606 Job No.:

PAIP00405

-

48-HS-2662A TBA-XX

48- JBE-6910

XX

-

-

--A VENDOR

n PB

48-E-6910

07

-

TBA-XX

I/O W E : 01 XX CTRL

--

v y_ ----y SH -

-

-448-E-6910

t

I

1. XX-SYSTEM DETAILS AWAITED. 2. FOR CABLE SCHEDULE REF. DWG. No. 5-5044-XXX-DQ NOTES/REFERENCE DRAWINGS

I

N I

CASEOF DEVIATIONS

: XX

CARD TWE : Dl SLOT NO. : XX CHANNEL : XX

]

INST.CONTRACTOR

I

I

- 7 1

I

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:NIMR SLUDGE PIT

DATE

MIIARKED UP PRINT

APPROMD BY

DESCRlPnOEl

I

05

1

be&

SUEAREA NO. 4 I I v--.

PROJ.ENG. REV

: XX : XX : Dl : XX : XX

1

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VENDOR


INST.CONTRACTOR

48- JBE-6910

I / +-I

: Dl

I/O TYPE

XX

E.1.NO.

I

SPEC.ENG.

:INST.LOOP DIAGRAMS

DRWG.WE

I 'AL~ DR\K:

AREA CODE

I

Ubchce+.d.Os;j ' Petroleum Development Oman ENG SECT

SERIU NUMBER

SHEET PROJ DWG REV C W E SIZE

PDO APPROVAL

MASTER DRAWING REVISION SHALL BE SENT TO COASTAL DESIGN

DEscRlpno~

OFFICE

--

:48HS-2662A/B P - 4 8 3 6 0 LOCAL START,/ C T n P

NIM 5 4 7 4 5 031 DQ 3 A

WorleyParsons-Arabian Industries (JV) C o n t r a c t No.: C3110606 Job No.:

PAIP00405

FIELD INS1KLIMENT

SHJ 'El3 JUNCTION BOX

48-RTU-0001

TBA-XX

I/O TYPE XX XX

XX

XX -

: Al

CTRL

: XX

RAW CARD WE SLOT NO. CHANNEL

: XX : AI : XX : XX


FIELD

1

SHT 'El?

INSTRUMENT

--

48-RTU-0001

I

I

I

I

I

PROJENC 1 SPECMG 2. FOR CABLE SCHEDULE REF REV DATE APPROMD DESCRIPTION B I NO DWG NO 5-5044-XXX-DQ BY PDO ~PPROVAL NOTES/REFERENCE DRAWINGS MASTER DRAVllNG REVISION IN CASE O F DEVIATIONS MARKED U P PRINT SHALL B E S E N T TO COASTAL DESIGN OFFICE

INSTRUMENT LOOP DIAGRAMS

DRWGWE

o~sc~lPnoN

INST.CONNECTION BETWEEN C I SKID & RTU

b V DRW


AREA

ENC

SERIAL

CODE

SECT

NUMBER

SHEET PROJ DWG REV CODE SIZE

HIM 5 4745 045DQ 3 A

WorleyParsons-Arabian Industries (JV) Contract No.:C3110606 Job No.: PAIP00405

-

SHELTER OUTDOOR DlSTRlBUlON BOARD (BY ELEC.)

48-RTLJ-0001

START COMMAND X- X

TEA-XX

-

X

-

1/0 TYPE : DO XX CTRL

X

-

1 I

: XX

CARD TYPE : XX SLOT NO. : XX CHANNEL : XX

(BY ELEC)

STOP COMMAND X-X 03 04

TBA-XX

-

1/0 W E

XX

XX

--

LV-48-6075

(BY

DRWG.WE

1

ELEC)


: DO

CTRL RACK CARD WE SLOT NO. CHANNEL

: XX : XX : XX : XX : XX

SHELTER OUTDOOR DISTRIBUTION BOARD (BY ELEC.)

48-RTU-0001

START COMMAND X-X

TBA-XX

t/O W E

-

XX

-

X X

LV-48-6071 (BY EEC)

xx -

: DO

CTRL RACK CARD W E SLOT NO. CHANNEL


I

STOP COMMAND

DETAILS -- - AWAITED. -2. FOR CABLE SCHEDULE REF. REV DAE DWG. No. 5-5044-XXX-DQ NOTES/REFERENCE DRAWINGS N I CASE OF DEVIATIONS MARKED UP PRINT 1. XX-SYSTEM - .-

PROJ.ENC. AppPoMD BY

DESCRlPTlOli

B.I.NO.

I

SPECENC

:

DRWC.WE

. INSTRUMENT LOOP DIAGRAMS

PDO APPROVAL A

MASTER DRAWING REVISION SHALL BE SENT TO-COASTAL DESIGN OFFICE

PIT

NIMR SLUDGE

SUB ARE*

DESCRIP~ON :

m

I

a

n

h?.?.-r

r

I-

4s- H b- L b b 3H / P-48359 PUMP STOP/START

neveIopmentoman DRW I

AREA

ENC

SERIAL

CODE

SECT

NUMBER

SHEET PRW DWC REV CODE SIZE

I

I

NlM 5 4745 051DQ 3 A


SHELTER

1

O~TDOORDlSTRlEUTlON BOARD (BY ELEC.)

48-RTU-0001

I

X- X

START COMMAND TEA-XX

X

-=

+~v-48-6067

(BY

nrc)

X

XX

-

DO



I

I

X-X

PIPE :

I/O

STOP COMMAND TEA-XX

-

I/O

XX

WE : DO

- xx

X X F -

ClRL RACK CARD PIPE SLOT NO. CHANNEL

: XX

: XX : XX : XX : XX

----ILV-48-6067 I (BY ELEL)

1. XX-SYSTEM DETAILS AWAITED. 2. FOR CABLE SCHEDULE REF. DWG. NO. 5-5044-XXX-DQ NOTES/REFERENCE DRAWINGS

PROJ.ENG. RN

DATE

APPROMD BY

DESCRIPnON

SPECENG.

DRW.MPE


PO0 APPROVAL

IN CASK O F T)RVIATTONS MARKED TTP PRTNT SHATJ, R E S R N T TO COASTAT, nRSTGN OFFICE

/

:

B.l.NO


NIMR SLUDGE PIT

SUB AREA

DESCRIPTION

:

A 8 - U C - 7 K K n A /R

NO.

05

*:$' b DR%

I

5


AREA

MG

SERIAL

PROJ OW

CODE

SECT

NUMBER

CODE SIZE

I -


I

I

SHELTER UdTDOOR DISTRIBUTION BOARD (BY ELEC.)

48-RTU-0001

I

START COMMAND

4 1 (BY ELEC)

STOP COMMAND X-X

TBA-XX

1/0 TYPE : DO' XX XX CTRL

-

: XX

CARD TYPE : XX

SLOT NO. CHANNEL

: XX : XX

-4 LV-48-6063 1 (BY

2. FOR CABLE SCHEDULE REF.

PROJ.ENG. REV

DATE

DESCRlPnON

8.I.NO.

I

SPEC.ENG.

DWG. No. 5-5044-XXX-DQ BY PDO APPROVAL NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION IN CASE OF DEVIATIONS MARKED U P PRINT SHALL BE SENT TO COASTAL DESIGN 0FFIL:E

DRWD.TWE

aEC)


OR^

AREA CODE

DEscR,p,oN

:

48-HS-2658A/B P - 4 8 3 5 7 PUMP STOP/START

EN0 SECT

SERIAL NUMBER

PROJ DWC CCWE SIZE

NIM 5 4 7 4 5 053DQ 3 A


PAlP00405

1

i

SHELTER

t-

OUTDOOR DISTRIBUTION BOARD (BY ELEC.)~

X-X

48-RTU-0001

RUNNING INDICATION

TBA-XX

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DRWG.TIPE

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SHELTER OUTDOOR DISTRIBUTION BOARD (BY ELEC.)

48-RTU-0001

RUNNING INDICATION

x -

1

SHELTER

OUTDOOR DISTRIBUTION BOARD (BY

ELEC.)

48-RTU-0001

RUNNING INDICATION

CARD WE : XX SLOT NO. : XX

SUMMARY OF INSTRUMENT INSTALLATION MATERIALS

I

I

I

APPROVED FOR

I


CAD DRAWIN SUBAREA

: N I M R SLUDGE P I T

DRWG.MPE

:

INSTRUMENT INSTALLATION MATERIALS

:

COVER S H E E T

,RIpmoN

NO.

05

4 ' (jkk Petroleum Development Oman DRWG

NO

I

AREA CODE

ENG SECT

SERIAL NUMBER


NIM 5 4737 001DQ 4 A


I

I

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DESCRIPTION

SHEET

COVER SHEET RE\JSION/INDEX SHEET -SHYMARY OF INSTALLATION MATERIALS

001 002 003

-

REV. 0

REV. A

I

REV. B

REV. C

---

1

---

REV. D

REV. E

DEC.'IO MAR.'^^ D E C . ' ~ ~ MAR.'^^ DEC.'10 MAR.'11

-

s u AREA ~

:

NIMR SLUDGE PIT

DRWG.TYPE

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INSTRUMENT INSTALLATION MATERIALS

:

REVISION/INDEX

,31pmw I

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NO.

05

i#b5

'3'


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ENG SECT

SERIAL NUMBER


SHEET

N I M 5 4737 002 D Q 4 A

NO I

I


I

I

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JOB No.:PAIP00405

MTO FOR NlbilR SLUDGE PITS SYSTEM UPGRAD'

Document Number:NIM-5-4737-003-DQ-A

NSTRUMENT ENGINEER NG DATA S H E E T S

SLUDGE P :T AREA

I

APPROVED FOR CONSTRUCTION !

THIS COMPLETE DRAMNG IS NEW AND FORMS PART OF SCOPE OF PROJECT WBS. No. NIM.IN.09.011

NOTES/REFERENCE DRAMNGS

I

DATE

NFWKD BY

mm

UKI

FLUNG

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MASTER DRAWNG REUSION

ImO5 *A & h*

:INSTR. ENGlNNERlNG DATA SHEET

warn

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IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFIC!E

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SB-

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DATE

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warn,

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J&UUg3& . Petroleum 1 1 1 -1-

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NIM 5 4743 001 DQ 3 A

WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAlPOO405

Data Bheet

f

MISCELLANEOUS lP\

.UMENTS Tag No.

Tag No.

Ssdce

Requlsltlon Sub-gr Sar. No

Mlscdlaneouo Instrument Descrlptlan

4& Manufactunr

Notes

Board

or

Fp/

48-

Desaiptlan Modd

Typo

PEFS No.

Local

NIM-1

HS-2219

PUMP P-48357 LOCAL START/STOP

PUSH BUTTON

-

-

-

L

1)

HS-2219 2638-001-DQ

HS-2658

PUMP P-48357 LOCAL RESET

REST PUSH BUllON

-

-

-

L

1)

HS-2658 2638-001-DQ

HS-2220


PUSH BUTTON

-

-

-

L

1)

HS-2220 2638-001 -DQ

HS-2660


RESET PUSH BUrrON

-

-

-

L

1)

HS-2660 2638-001-DQ

HS-2661


PUSH BUTTON

-

-

L

1) 2)

HS-2661 2640-001 -DQ

HS-2662

PUMP P-48360 LoCAL START/STOP

PUSH BUTTON

-

-

L

1) 2)

HS-2662 2640-001 -DQ

HS-2663


RESET PUSH BUTTON

L

1) 2)

HS-2663 2640-001 -DQ

HS-2664


-

RESET PUSH BUTTON

-

-

==k

-

1NOTES/REFERENCE DRAWNGS

W CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT' M lCOASTAL DBIGN QFFICE

-

L

HS-2664 2640-001 -DQ

1) 2)

ImWI -1, --

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Wa

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P-48357 FIRE DETECllON

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XZA-2343

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1-

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- 1 5'4743'150'DQ 1 1 -1-


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OPERATING CONDIll0N Gaa or Vopour

(

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Tag No.

_ M L

Prlmary Element

Row

TAG No.

Components

Wac.

Requisltlon Sub-gr ser. NO

D~aiptlon Manufacturer

Model

Range

Type

Fp/5085

m3/d

Une Slza & Sch.

Orlflce Control Board $o Dlamstar Actlons w and/or e.g. Local Matwlal P.I.D. MtA

PUMPS COMMON DISCHARGE FLOW

SLUDGE OIL 0.931.0

Fl-1415

OXYGEN SCAVENGER PUMPS COMMON DISCHARGE FLOW

SLUDGE OIL

1044660

2550

3003935

140

I

FLOW lNSTF?UML

INSTRUMENTS

Uquid at m w i Normal 0.0 spec. w&hg :amp. presa w3D ecl f@ i Plate 013flce flange grav. at tamp' C KPa(g) wwkhg mPaa Tronsmltter tamp. Normal Maximum C"ntrdiw

R-1414

1

Data h e s t fw

I

154

TRANSMITTER

0-170 d/d

RQ-5002

1)

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NIM-1fl-1414 2628-001-W

1) PROCUREMENT NOT BY WAI, HENCE MNDOR DETAILS NO

:NIMR SLUGE PIT

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NOTES/REFERENCE DRAWINGS CASE OF DEVIATIONS MARKED

IN

m c r r

INSTR.ENGINEERING DATA SHEET

:FLOW INSTRUMENTS

NO

UP PRINT SHALL B E SENT TO COASTAL DESIGN OFFICE WorleyParsons-Arabian Industries (JV) Contract No.: C3110606

hwlopment Oman

z2 1-1-m

swu.

, 1,

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NIM 5 4743350DQ 3 A

Job No.:

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:TEMPERATURE INSTRUMENTS I

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WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAIPOO405

I

I

]

NSTRUMENT NAMEPLATES

1) THE NAME PLATES TO BE SUPPLIED BY CONTRACTOR AS PER DETAILS

PROVIDED &

TO BE INSTALLED AT SITE.

I

I APPROVED

FOR I CONSTRUCTION I

P

D 0 APPROVAL


IN CASE OF DEVIATIONS A MARKED UP PRINT SHALL BE SENT TO THE PROJECT ENGINEER nR AWNC CAD L*"-.,AA. suemu

:NIMR SLUDGE PIT

DRwG.mE

:

DEsmlPmoN

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INSTRUMENT NAME PLATES COVER SHEET

DRWG

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I

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ENG SECT I

SERIAL NUMBER I

,


I

NIM 5 4739 001 ~

I


1 I I

~ A1 I

l

l

4

1 SCALE : -

CAD DRAWING

AKtA

SUB AREA

:NIMR SLUDGE P I T :

NO.

#%AiJ

05


INSTRUMENT NAME PLATES

D

~AREA

R

CODE

ENG SECT

SERIAL NUMBER


WET I

, REVISION/INDEX SHEET

NIM 5 4739 002DQ 4 A

NO I

I

WorleyParsons-Arabian Industries (JV) Contract Nc1.: C3110606 Job No.: PAIP00405

I

I

I

I STD DRG. NO.

S37.601-D

Engraving : Maximum 2 lines-25 characters per line letter height 5 mm. First line t o specify instrument tag number only. Material : Laminated Plastic, approx. 3mm thick.

0

1

Engraving : Tog number only Material

NOTE

-

13 characters

-

TYPE B

letter height 10 mm.

: Laminated Plastic. approx. 3mm thick. : Dimensions identical t o type A

Engraving : Tag number only - 15 characters - letter height 3 mm. Material : Laminated Plastic, approx. 2mm thick.

I INJECTION WTR FLOW 1 1-PR-007 INJECTION WTR PRESSURE

N

60

-

-

Engraving : Maximum 4 lines 22 characters per line letter height 3 mm. First line t o specify instrument tag number only. Material : Laminated Plastic, approx. 2mm thick.

. ru i l w,,E 11-UI-012

Engraving : Maximum 2 lines 10 characters per line letter height 3 mm. First line t o specify instrument tag number only. Material : Laminated Plastic, approx. 2mm thick.

CAD DRAWIN

DRWG.MPE

..INSTRUMENT NAME PLATES

DESCRlPTiON

.. TYPES OF NAMEPLATES I

I


NOTES:

SUB AREA

1) Colour white/black/white

unless otherwise indicated.

2) Colour red/white/red


3) Colour red/Black/red


,NIMR SLUDGE PIT :

:

I

NO.


05 D

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~AREA CODE

ENG SECT I

ENGRAVING SCHEDULE (TYPE-A)

NO

I

I

SHEET PROJ DWG REV. CM)E SIZE

SERIAL NUMBER I

t

I

NIM 5 4739 004DQ 4 A I I I


NOTES:

sue

AREA

DRw.mE

DEscR,p,oN





3) Colour red/black/red


:NIMR SLUDGE PIT :

:

1

NO.

05



DRWG

AREA CODE

ENG SECT

I I NIM 5 I

NO

I

SERIAL NUMBER I


WET I

I

1 I

4739 0 0 5 ~ ~ 1A 4

I


I

l

l

Text on nameplate

a,


NOTES:

Type A






I

SUB AREA

:NIMR SLUDGE PIT

DRwG.mE

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DESCRIPTKXl

:


NO.

05

11 ;D l

ARU CODE

1 1 ENG SECT

SERIAL NUMBER

1

sHEm

1

111

PRW DM CODE SIZE

NIM 5 4-739 0 0 6 D Q 4 A I

I


I

l

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Text on nameplate

NOTES:







CAD DRAWING

DRw.TypE

:


DESCRlPllM

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ENGRAVING SCHEDULE (TYPE-A) I

I


I

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NOTES:



2) Colour red/black/red.

sus AREA

:NIMR SLUDGE PIT

DRWG.mE

:

DEsml,


, ENGRAVING SCHEDULE (TYPE-B)

DRWG

AREA

ENG SECT

CODE

SERIAL NUMBER


I I NIM 5 4739 0 0 9 ~ ~ 11A 4( I

I


JUNCTION BOXES NIMR SLUDGE PIT

THIS COMPLETE DRAWING IS NEW AND FORMS PART OF SCOPE OF PROJECT 'DQ' WBS No. NIM.IN.09.011


I

DRWG.TYPE

:

DESCRIPTION

:

C0VE R S H EET

I I NIM

I I

5 4742 001 DQ)4 A


DESCRIPTION

SHEET REV. 0

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SUB AREA

REV. G

I

ABLE TERMINATION DETAILS

NO.

I REV. H I REV. 1 I REV. 0 I REV. A

O5 DRWG

ENG

AREA CODE

SECT

SERIAL NUMBER

SHEET

PROJ Dm REV. CODE SIZE

1

DESCRIPTION

EVISION/INDEX

SHEET

NO

I

I

NIM 5 4 7 4 2 0 0 2 D Q 4 A I I I

WorleyParsons-Arabian Industries (JV) Contract No.: 63110606 Job No.: PAIP00405

NOTE:

1. SCREENS TO BE CONNECTED TO AN ISOLATED EARTH BAR

SCALE : 0 1

ARE;

suemu

:NIMR SLUDGE PIT

DRw.mE

:

CABLE TERMINATION DETAILS

DEsCRlPTloN

:

A a- lac-cnn7 48-JBE-6907

NO.

-

2

3

4

CAD DRAWING 5

6

7

irU

05

5%~ D

R

~AREA CODE

ENG SECT

SERIAL NUMBER

I

WorleyParsons-Arabian Industries (JV) Contract fNo.: C3110606 Job No.: P A I P O O ~ O ~

SHEET


+

PIZA-1516

-

+

PDIA-1520

-

+

PDIA-1521

1Ox2x0.8MM 48-RTU-000 1 E-2712 E-2713 E-2714

-

2x2x1.13mm XLPEI-MS-SWA-PVCS 2x2x1.13mm XLPEI-MS-SWA-PVCS 2x2x1.13mm XLPEI-MS-SWA-PVCS

5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

BK+B G+BN BK+B G+BN BK+B G+BN

SPARE

11

3B 3G 4BK 4BN 5B 5BN 6G 6BN 7BK 7W 88 8W 9G 9W 1OBN 1ow

a

NOTE: 1. SCREENS TO BE CONNECTED TO AN ISOLATED EARTH BAR

CAD TIRAWINT:

we

AREA

:

NIMR SLUDGE PIT

DRM:.WE

:CABLE TERMINATION DETAILS

DEsmlPTloN

:

NO.

db

05


AREA CODE

DRM;

ENG SECT

SERIAL NUMBER

SHEET

PROJ DM: REV CODE SIZE

1

48-JBE-6908 I

I

NIM 5 4 7 4 2 005 DQ 4 A


I

XLPEI-MS-SWA-PVCS

I

I

NOTE: 1. SCREENS TO BE CONNECTED TO A N ISOLATED EARTH B A R

CAD DRAWIIU

SUBAREA

: N I M R SLUDGE PIT

DRWG.TYPE

:

DtscRlPTloN

:

CABLE TERMINATION DETAILS 48-JBE-6909

NO

05

d% rev a' DRWG

( J P e t r o l e u m Development Oman

AREA

ENG

SERIAL

CODE

SECT

NUMBER

SHEET


6

NIM 5 4742006 DQ 4 A


TAG. No. UNIT: 4 8

EQUIPMENT CONNECTION

HS-2661 B

+ +

HS-2662A

+

HS-2662B

+

HS-2663

+

HS-2664

+

'

'-2661 A

-

-

-

-

EXTN. CABLE NoSIZE: TYPE: E - 2 7 2 3 A 2 x 2 1~. 1 3 m m XLPEI-MS-SWA-PVCS E- 2 7 2 3 8 2 x 2 x 1 . 1 3 m m XLPEI-MS-SWA-PVCS E- 2 7 2 4 A 2 x 2 1~, I3mm XLPEI-MS-SWA-PVCS E - 2 7 2 4 B 2 x 2 1~. 1 3mm XLPEI-MS-SWA-PVCS E-2725 2x2x1.13mm XLPEI-MS-SWA-PVCS E-2726 2x2x1.13mm XLPEI-MS-SWA-PVCS

'ORE

J.B. TERM'L

BK+B G+BN BK+B G+BN BK+B G+BN BK+B G+BN BK+B G+BN BK+B G+BN

SPARE

7

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

MULTICORE CABLE TYPE, SIZE AND CONNECTED TO 48-E-6910 XLPEI-MS-SWA-PVCS 1 Ox2x0.8MM 48-RTU-0001

NOTE: 1. SCREENS TO B E CONNECTED TO AN ISOLATED EARTH BAR

DR~G.TYPE

:

DESCRIPTION

:

CABLE TERM I NATION DETAILS


No. CORE

1 BK 1B 2BK 2G 3B 3G 4BK 4BN 5B 5BN 6G 6BN 7BK 7W

t

€38 8W 9G 9W 1 OBN 1ow

TAG. No. UNITz48


+ + + + + +

I, A- 14 4 9 LIZA-145C PIZA-1518 PIZA-1519 PI-1 5 2 2 FI-1415

-

EXTN. CABLE No. SIZE: NPE: E-2727 2 x 2 1.1 ~ 3mm XLPEI-blS-SWA-PVCS E-2728 2 x 2 x 1 . 1 3 m m XLPEI-MS-SWA-PVCS E-2729 2 x 2 x 1 . 1 3 m m XLPEI-MS-SWA-PVCS E-2730 2 x 2 1.1 ~ 3mm XLPEI-MS-SWA-PVCS E-2731 2 x 2 1.1 ~ 3mm XLPEI-MS-SWA-PVCS E-2732 2 x 2 1.1 ~ 3mm XLPEI-MS-SWA-PVCS

SPARE

w

I

'ORE BK+B G+BN BK+B G+BN BK+B G+BN BK+B G+BN BK+B G+BN BK+B G+BN

MULTICORE CABLE J.B. N P E , SIZE AND TERM'L CONNECTED TO 1 48-E-6911 2 XLPEI-MS-SWA-PVCS 3 1 Ox2x0.8MM 48-RTU-0001 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 I 20

No. CORE

1BK 1B 2BK 2G 3B 3G 4BK 4BN 5B 5BN 6G 6BN 7BK 7W 8B 8W 9G 9W 1OBN 1OW

I

NOTE: 1. SCREENS TO BE CONNECTED TO AN ISOLATED EARTH BAR

DRw.wp~

:

CABLE TERMINATION DETAILS


INST. I M P U L S E LINES /

ELECTRO PNEUMATIC HOOK- UPS FOR REVISION

/

INDEX SHEET REFFER SHEETS 002

-

004

FOR GENERAL NOTES REFFER SHEET 008 FOR B U M SUMMARY REFFER SHEETS 010 THRU 016

I

I


,BAR,

:NIMR SLUDGE PIT

DRw.mE

:

DEsCRtpTloN

:

NO.

05

INST. IMPULSE LINES/ELECTRO PNEU. HOOK-UPS COVER SHEET

B%

I't' DRW


AREA CODE

NO

SERIAL NUMBER

ENG SECT I

1

PROJ DWG RW. CODE SIZE

SHET I

I

NIM 5 4738 001 DQ 4 A


1 AIR

SUPPLY DETAILS AS-2 IPF VALVES

034 035

DEC.'10

MAR.'11

I

SUBAREA

:NIMR SLUDGE PIT

DRW.mE

:

INST. IMPULSE LINES/ELECTRO PNEU. HOOK-UPS

DESCRmON

:

REVISION/INDEX SHEET

~0.05

dh 3 Petroleum Development Oman AREA CODE

DRW

ENG SECT

SERIAL NUMBER

SHnT

PROJ DW REV. CODE SIZE

1

NIM 5 4738 002 DQA4 A

NO I

I


I

l

l

DESCRIPTION

HOOK-UP

DETAILS - JUNCTION BOX

SHEET

REV. 0

REV. A

048 049 050 051 052 053 054 055 056 057

DEC.'10

MAR.'11

067 068 069 070

DRw.,

DEm,m,

:

:

NO.

05

INST. IMPULSE LINES/ELECTRO PNEU. HOOK-UPS REvIsION/INDEX

REV. D

REV. E

1

-

SCALE :

:NIMR SLUDGE PIT

REV. C

REV. B

- --

(j

ht9


AREA CODE

, I ,,,

SECT

NUMBER

I

1, ,,,, , R,

CODE SIZE

I

NIM 5 4738 003 DQA4 A

NO I

- .- - .. -.

d% ,,,

SHEET

-

I


I

l

l

sue

:NIMR SLUDGE PIT

AREA

NO.

&'a 3

05

DRWG.TRE

:


Dnmlpnar

:



DRWG

SERIAL NUMBER

ENG SECT

~


I

NIM 5 4738 0 0 4 D Q 4 A

NO I

I


I

I

I

DOCUMENTS TO BE REFERRED: I

INSTRUMENT IMPULSE LINES GENERAL NOTES:

ELECTRO-PNEUMATIC

STD-5-0811-005-00-4 -006-00-4 -007-00- 4 HOOK-UPS

I

SYMBOLS & LEGEND SHEET:

I

INSTRUMENT CABLE & PIPING INSTALLATION

STD-5-0803-003-00-4

GENERAL NOTES:

TYPICAL INSTALLATION DETAILS

I

-005-00-4 -006-00-4 STD-5-0801-009-00-4 -010-00-4

INST. EARTHING PHILOSOPHY

STD-5-0801-013-00-4

I

INST. CABLE IDENTIFICATION

STD-5-0801-014-00-4

(

INST. CABLE CORE MARKERS/ LOOMING/SLEEVING

STD-5-0801-015-00-4

INST. CABLE TRENCH DETAILS

STD-5-0801-017-00-4

INST. CABLE ROUTE MARKER

STD-5-0801-019-00-4

CONCRETE BLOCK FOR SUPPORTS IN UNPAVED AREA TAG PLATE (H" PROCESS CONN.)

STD-5-0801-031-00-4

I I

TAG PLATE (2" INST. SUPPORT PIPE) NOTE. A

STD-5-0811-091-00-4 STD-5-0811-092-00-4

1) ALL OTHER NECESSARY MATERIAL AND ACCESSORIES WHICH ARE NOT LISTED IN M I S MTO AND NOT LIMITED TO GENERAL ITEMS, SUCH AS CABLE MARKERS, FERRULES, CABLE TIES, MOUNTING SUPPORTS, FIXING BRACKETS, SCREWS, NUTS. WASHERS, STUDS, TRAYS, SPLICE

I

PLATES. TEES. ELBOWS, CHECKNUTS. BRASS OR GALVANISED STEEL END CAPS, CONDUIT, DUCTS, PVC/BRACE MOUTH FOR WATER/FIRE PROOF SEALING, PULL BOXES, SADDLES, SPACERS AND ANY OTHER CONSUMABLES REQUIRED FOR COMPLETION OF INSTALLATION WORK SHALL BE DETAILED/~uRNlsHED AND PROCURED BY THE CoNsTRucnoN CONTRACTOR.

2) HOOK-UP SHOWN ON M I S DWG. IS DIAGRAMATIC ONLY. EXACT ORIENTAION, TAPPING POINT ETC.... SHALL BE AS PER PIPING G.A & ISOMETRIC.

DEscRIpmN

:

GENERAL NOTES I

I


I

I

QTY I

-

-

DESCRIPTION

SIZE

ITEM

BAKER CAC 8700 RPC LOAD CELL CLINOMETER ANTENNA DOUBLE ISOLATE/VENT ANTI-CONTAMINATION-TYPE '0' AlSl 316 DOUBLE ISOLATE/EQUALIZE/VENT BLOCK-TYPE 'A' AlSl 316 ISOLATE/VENT GAUGE BLOCK-TYPE 'F' AlSl 316 ANTI TAMPER KEY AlSl 316 CS/AISl 316 SEAL POT MTH VENT VALVE

-

018 019 020 021 041 048 054 064 076 301

-

3/8" M20 25mm DIA M32 m25

13.5m 3 0 2 - 303 311 - 313 41 9 15m 4 2 0 - 527 - 528 651 - 652 - 743 - 744 - 750

m50 3/8" 1/4" 1/2" 1/4" 1/2" 3/8" 3/8"

MATERIAL

CONDUIT HEAVY GAUGE CONDUIT CONDUIT

M.E.S.C. 60.64.89.200.9 60.64.89.200.X 60.64.89.200.X 60.64.89.200.X 60.98.56.217.9 60.98.56.207.9 60.98.56.315.9 60.98.56.905.1 60.98.70.61 0.1

GALV. STEEL XX.XX.XX.XXX.X GALV. STEEL 70.1 3.04.025.1 GALV. STEEL XX.XX.XX.XXX.X XX.XX.XX.XXX.X PVC PVC XX.XX.XX.XXX.X AlSl 316 74.48.50.055.1 XX.XX.XX.XXX.X SS AlSl 316 77.34.08.001.1 AlSl 316 77.34.08.003.1 AlSl 316 76.09.56.001.1 AlSl 316 76.09.56.031.1 AlSl 316 76.39.27.063.1 AlSl 316 76.39.27.065.1

PVC CONDUIT PVC CONDUIT TUBING - WALL THICKNESS 0.065" OD CAPILLARY TUBE (BY VENDOR) NPT NEEDLE VALVE - SCREWED NEEDLE VALVE - SCREWED NPT NPT x 35 mm HEX PIPE NIPPLE - SCREWED NPT X 45 mm HEX PIPE NIPPLE - SCREWED MALE CONNECTOR COMPRESSION TYPE x 1/4" NPT MALE CONNECTOR COMPRESSION TYPE x 1/2" NPT

3/8"

UNION ELBOW COMPRESSION TYPE

AlSl 316

76.39.44.065.1

-

756

3/8"

PLUG COMPRESSION TYPE

AlSl 316

76.39.67.060.1

-

766

3/8"

UNION TEE COMPRESSION TYPE

AlSl 316

76.39.85.063.1

-

772 780

UNION COMPRESSION TYPE 3/8" 3/8" x 1/2" NPT (F) BULK HEAD FEMALE CONNECTOR

AlSl 316 AlSl 316

76.39.91.063.1 76.39.27.105.9

-

626

1/2"NPT x 51 mm

PIPE NIPPLE, SCREWED

CS

76.05.56.482.1

-

630

ij2"NPT

FLUG, SCRE'iD, HEX. HEAD

CS

76.05.66.008.1

635

1/2"NPT

TEE, SCREWED, 3000 ;Y SEAMLESS

CS

76.05.84.1 08.1

727 920

3/8" x ~ ~ 1 5 LAP JOINT COMPRESSION BOLT HEX. HD M4x40x40

SS GALV

76.39.05.1 06.1 XX.XX.XX.XXX.X

-

921

M4

NUT HEX. HD

GALV

XX.XX.XX.XXX.X

-

922

M4

WASHER FLAT

GALV

XX.XX.XX.XXX.X

SCALE :

-

INSTR. IMPULSE LINES & ELECTRO PNEU. HOOK-UPS

DRw.mE

:

DEmtpnoN

:BULK MATERIAL SUMMARY I


I

l

l

ITEM

QTY

A

-

1/4"NPT

FILTER REGULATOR RANGE 35-275kPa

60.98.34.61 2.9

B

-

1/4"NPT

FILTER REGULATOR RANGE 0-4OOkPa

60.98.34.616.9

C

-

1/4"NPT


60.98.34.700.9

D

-

1/2"NPT


60.98.34.XXX.X

E

-

1/2'NPTMxl/2'NPTF

SYPHON(DAMPENER)

F

-

3/8"NPT

PORT PROTECTOR

G

-

H

-

3/8"

NPT

QUICK EXHAUST VALVE

I

-

1/2"

NPT

DRAIN POT AS PER STD-5-0802-11

SIZE

DESCRIPTION

MATERIAL

M.E.S.C.

AlSl 316

60.98.55.XXX.X

BRASS

60.98.9O.XXX.1

ALUMINIUM

6O.XX.XX.XXX.I

CARBON STEEL

6O.XX.XX.XXX.X

Al Sl 31 6

6O.XX.XX.XXX.X

K

-

L

140m

2x2.5SQ.rnrn

CABLE XLPEI-SWA-PES:

BLACK

XX.XX.XX.XXX.X

M

200m

3x2.5SQ.mm


BLACK

68.44.1 4.303.1

N

-

21x2.5SQ.rnrn


BLACK

68.44.1 4.953.9

0

780m

2~2~1.13mrn

CABLE XLPEI-MS-SWA-PVCS:

BLACK

XX.XX.XX.XXX.X

P

800m

1Ox2x0.8rnrn


GREEN

XX.XX.XX.XXX.X

Q

-

20x2x0.8rnrn


GREEN

XX.XX.XX.XXX.X

R

-

19

6mrn

CABLE SHRINK ON SLEEVE (BLUE)

POLYOLEFIN

XX.XX.XX.XXX.X

S

-

38

19mm

CABLE SHRINK ON SLEEVE (BLUE)

POLYOLEFIN

XX.XX.XX.XXX.X

T

-

1x2x0.8mrn

CABLE PEI-MS-SWA-PVC

T1

-

4x0.8rnrn

T2

-

T3

J

1/2" NPT M

BLEEDER VALVE

N

-

XX.XX.XX.XXX.X

SPECIAL CABLE (BY VENDOR)

-

XX.XX.XX.XXX.X

3x0.8rnm

SPECIAL CABLE (BY VENDOR)

-

XX.XX.XX.XXX.X

-

-

CABLE GLAND (BY VENDOR)

U

-

2x2x0.8rnrn

CABLE PEI-MS-SWA-PVC

-

v

-

M2 0

JUNCTION BOX

MILD STEEL

68.76.27.XXX.9

W

-

50mm

PERFORATED CABLE TRAY

CARBON STEEL

68.76.54.XXX.1

X

25pcs

M20

LOCKNUT

BRASS

68.80.58.068.1

Y

10pcs

M25

LOCKNUT

BRASS

68.80.58.072.1

z

-

M32

LOCKNUT

BRASS

68.80.58.076.1

: BLACK

: BLACK

XX.XX.XX.XXX.X XX.XX.XX.XXX.X

CAD DRAWIN SUB AREA

NlMR SLUDGE PIT

DRWG.MPE


DESCRIPTION

BULK MATERIAL SUMMARY

--

DRM;

I I

AREA CODE

ENG SECT

SERIAL


NUMBER I

I I

I

NIM 5 4738 011 D Q 4~ A


1

1

1

ITEM

I

QTY

SIZE

I

I

DESCRIPTION

MATERIAL

AA

44pcs

M2 0

CABLE GLAND TYPE-0

BRASS

AB

1Opcs

M25

CABLE GLAND TYPE-B

BRASS

AC

-

M32

CABLE GLAND TYPE-C

BRASS

AD

6pcs

1/2"NPTxM20

ADAPTER FOR CABLE GLAND

BRASS

3/4"NPTxM20

ADAPTER FOR CABLE GLAND

BRASS

M32xM25

REDUCER FOR CABLE GLAND

BRASS

I

AF

-

AG

-

1/2"NPT

BLIND PLUG

BRASS

AH

-

3/4"NPT

BLIND PLUG

BRASS

Al

-

M20

BLIND PLUG

BRASS

AJ

-

M20

INSULATED ADAPTOR

BRASS

AK

-

3/8"NPT

SOLENOID VALVE 3 WAY Ex(d)

AL

-

M20

CABLE GLAND TYPE-A

AM

-

AN

-

1/2"

LlNE PlPE SCHEDULE-40

GALV.ST.

A0

-

1"


GALV.ST.

AP

19.6m

2"

LINE PlPE SCHEDULE-40

CARBON STEEL

AQ

2pcs

3"


CARBON STEEL

AR

-

2"

LlNE PIPE SCHEDULE-80

CARBON STEEL

AS

-

1/4"NPT

BALL VALVE SCREWED-800#

CARBON STEEL

AT

1/2"NPT

BALL VALVE SCREWED-800#

CARBON STEEL

AU

-

GATE VALVE SCREWED-800#

CARBON STEEL

AV

-

AW

-

AE

I

DRw.mE

-

1/2"NPT

1

lnxl/2"NPT

I

1

AlSl 316 BRASS

BUSHING SCREWED-3000#

GALV.ST.

-

1/2"NPT

ELBOW 9 0 DEG. SCREWED-3000#

GALV.ST.

-

1"NPT

ELBOW 9 0 DEG. SCREWED-3000#

GALV.ST.

:

I

M.E.S.C.


NIM 5 4738 012 DQ 4 A

NO

I

I


I

l

l

a ITEM

QTY

DESCRIPTION

MATERIAL

NIPPLE SCREWED SCHED 4 0

GALV.ST.

I

NIPPLE SCREWED SCHED 8 0

I

NIPPLE SCREWED SCHED 80

PLUG SCREWED 3 0 0 0 #

GALV-ST.

1"NPT

PLUG SCREWED 3 0 0 0 #

GALV.ST.

1/2"NPTxl/4"NPT

RED.COUPLING 3 0 0 0 #

GALV.ST.

1/2"NPT

TEE SCREWED 3 0 0 0 #

GALV.ST.

1"NPT

TEE SCREWED 3 0 0 0 #

GALV.ST.

1/2"NPT

UNION SCREWED 3 0 0 0 #

GALV.ST.

Ul\!lON SCREWED 3000#

GALV.ST.

CAP BUTT WELDING SCHEDULE 8 0

CARBON STEEL

REDUCER CON.BUTT WELDING TYPE

CARBON STEEL

I

MALE CONNECTOR COMPR.TYPE

AlSl 316 AlSl 316


AlSl 316

FEMALE CONNECTOR COMPR.TYPE

AlSl 316

SUBAREA

:

NIMR SLUDGE PIT

DRWG.mE

:

FI I unnu-I IDC INSTR. IMPULSE LINES & ELECTRO PNLu.

:

GALV.ST.

1/2"NPT


DEsCRlpTloN

GALV.ST.

NO.

Itvvl\

"1

I

I

I

,*,& - r-r Petroleum Development v!g?r Oman

05 4

' U

l

I

D

R

I

~AREA CODE

I

I

0

I

I

I

SHE= PROJ DWG REV.

SERIAL NUMBER

CODE SIZE

I

I

NIM 5 4738 013 DQ 4 A

NO I

++

ENG SECT I


I

M.E.S.C.

I


I

l

l

QTY

SIZE

DESCRIPTION

MATERIAL

1/4"NPTx3/8*OD


AlSl 316

1/2"NPTx3/8"OD


AlSl 316

1/2*NPTx1/2"OD


AlSl 316

3/8"OD

INSULATING UNION COMPR.TYPE

AlSl 316

1/4"NPT

PLUG SCREWED

AlSl 316

1/4"NPT

FUSIBLE PLUG

1/2"NPT(F)

NEEDLE VALVE

5mm THlCK

ALUMINIUM PLATE

ALUMINIUM

5Ox6mm THlCK

FLAT BAR

MlLD STEEL

10mm THlCK

STEEL PLATE (50bx50x10mm)

MlLD STEEL

3 m m THlCK

STEEL PLATE

MlLD STEEL

6 m m THlCK

STEEL PLATE

MlLD STEEL

lOmm THICK

1 STEEL PLATE ( 5 0 x 5 0 ~ Omm)

MlLD STEEL

75x40x6xamm

U-CHANNEL

MlLD STEEL

35x35x4mm

ANGLE IRON

MlLD STEEL

5Ox50x6mm

ANGLE IRON

MlLD STEEL

TUBING WALL THICKNESS 0.036"

AlSl 316

BOLT HEXAGONAL HEAD

CARBON STEEL

BOLT HEXAGONAL HEAD

CARBON STEEL

BOLT HEXAGONAL HEAD

CARBON STEEL

BOLT HEXAGONAL HEAD

CARBON STEEL

BOLT HEXAGONAL HEAD

CARBON STEEL

DRWG.~E

:

DE~CRIPTION :

AlSl 316

AlSl 316

:NIMR SLUDGE PIT

,

-

TUBING WALL THICKNESS 0.048"

SUBAREA

I

M.E.S.C.

NO.

dh

05

( J


INSTR. IMPULSE LINES 8& ELECTRO PNEU. HOOK-UPS

DRWG

AREA CODE

ENG SECT

SERIAL NUMBER

SHEET P R W DWG REV. CODE SlZE

I


NIM 5 4738 014 DQ 4 A

NO 1

I

WorleyParsons-Arabian Industries (JV) Contract No.: ~3110606Job No.: PAIP00405

I

I

I

QTY

1

DESCRIPTION

MATERIAL

FOUNDATION BOLT WITH NUT & WASHER

CARBON STEEL

'J'BOLT HOOK C/W NUT & WASHER

CARBON STEEL

'U'BOLT C/W 4HEX.NUTS

CARBON STEEL

NUT HEXAGONAL HEAD

CARBON STEEL

NUT HEXAGONAL HEAD

CARBON STEEL

NUT HEXAGONAL HEAD

CARBON STEEL

NUT HEXAGONAL HEAD

CARBON STEEL

FLAT WASHER ROUND

MlLD STEEL

FLAT WASHER ROUND

MlLD STEEL

FLAT WASHER ROUND

MlLD STEEL

FLAT WASHER ROUND

MlLD STEEL

I

I

M.E.S.C.

METERING VALVE

AlSl 316.

HOKE 1335 G4Y

NEEDLE VALVE

AlSl 316.

HOKE 3712 G4Y

BALL VALVE

AlSl 316.

HOKE 7115 F4Y

U-BOLTS C/W HEX. NUTS AND WASHERS

AIS! 316.

U-BOLTS C/W HEX. NUTS AND WASHERS

/,IS!

U-BOLT FOR 112" PlPE C/W NUTS & SPRING WASH[

AlSl 316.

U-BOLT FOR 2" PlPE C/W NUTS & SPRING WASHER

AlSl 316.

- MALE TO FEMALE GAUGE ADAPTOR - MALE TO MALE

AlSl 316.

BULKHEAD RETAINER

AlSl 316.

GAUGE ADAPTOR

SUBAREA

:NIMR SLUDGE PIT

DRWG.MPE

:

DEscRipTloN

:BULK MATERIAL SUMMARY

1

NO.

31 6.

AlSl 316.

d-

05


INSTR, IMPULSE LINES & ELECTRO PNEU. HOOK-UPS

AREA CODE

DRM:

ENG SECT

SERIAL NUMBER

I

I

NIM 5 4738 015 DQ 4 A

NO

I

SHEET PROJ DM: REV. CODE SIZE

I


I

l

l

ITEM

QTY

EA

-

SIZE

-

DESCRIPTION

4x1 4 0 m m

CABLE TIES 12/BLACK

-

CARRIER STRIP BLACK 7 DIGITS

65

CABLE MARKER TYPE KS

MATERIAL

M.E.S.C.

NYLON

68.80.50.942.9

PVC NYLON

250x19x1.6mm PLAIN STRIP D=1.5

-

D=2.0

-

D=2.5

- 2.0mrn - 3.2mrn - 4.0rnrn

LEAD

CORE MARKER MODEL ZS-5 CORE MARKER MODEL ZS-7 CORE MARKER MODEL ZS-9

-

ID=2mm

SLEEVING, GREEN

8x375mm

CABLE TIES 12/BLACK

NYLON

-

8x240mm

CABLE TIES 12/BLACK

NYLON

1OOm

IOOmm WlDE

CABLE CHANNEL

GALV.

-

150mm WlDE

CABLE CHANNEL

-

200mm WlDE

CABLE CHANNEL

(NOTE- 2)

-

300mm WlDE

CABLE CHANNEL

(NOTE- 2)

50pcs

100mrn WlDE

CABLE CHANNEL BEND (90' FLAT)

-

150mm WlDE


200mrn WIDE


300mm WlDE


PVC

2 0 0 p c s 1OOOx244x6mm CABLE TILE

-

-

TYPE-A

PLASTIC

NAME PLATE

-

1o o p c s I /4"x40mm 15pcs 50m

2" (M50)

-

EYE BOLT

ANTENNA CABLE (BY VENDOR)

:NIMR SLUDGE PIT DRwawE

:

GALV.

BOLTS & NUTS

NO.

05


CS

XX.XX.XX.XXX.X

-

XX. XX.XX.XXX.X

dh

a '


I ,, , EN,

CODE

SECT

,ERIfi NUMBER

I

D E ~ C R I P ~ O N:


NO

I ,", 1 I

Dw REV. CODE SIZE

I

NIM 5 4738016DQ4 A


1 RTD

I

TYPICAL CONNECTION DETAILS

HOOK-UP

DETAILS FOR REMOTE MOUNTED

TAG No.

HOOK-UP DETAILS FOR HEAD MOUNTED TEMPERATURE TRANSMITTER

J.B.

SIZE

NOTES:

/

\

NOTES:

ER HIGH VIBRATIONS ARE EXPEC 1) M E FLANGE RATING SHALL BE AS PER PIPING CLASS. SHALL BE REMOTE UNTED. 2) FOR MERMOWELL LENGTii REF. DWG. NO. S38.100-D SHALL BE AS PER PIPING ASS.

**

VENDOR SCOPE

iTEM G X AA

sue

SEE CAB. SCH.

2

SIZE OF! CONNECTION 2x2x1.13mm M20 M2 0

:NIMR SLUDGE PIT

AREA

:

DRw.TypE

D~sc~lPstoN

I

Y

DESCRIPTION

NO.

-

XX.XX.XX.XXX.X BRASS 68.80.58.068.1 BRASS 68.80.58.730.1

05

INST. CABLE & PIPING INSTALLATION DETAILS

J

M.E.S.C.

MATL.

CABLE: XLPEI-MS-SWA-PVCS LOCK NUT CABLE GLAND

I

QTY. REQD.01 No.

:RTD TEMP. TRANSMITTER MO NTING & CONNECTION DETAILS

DRWG

AREA CODE

ENG SECT I

l l NIM I

SHEET PRW DWG REV. CODE SlZE

SERIAL NUMBER I

I

I

IA I

5 4738 019 D Q ( ~

I


I

I

)

/

/--. \

1)

2" 300# RF SBB VALVE TO BE PROVIDED BY MECHANICAL.

2)

ALL GASKET, NUT-STUD BY MECHANICAL.

3)

1/2" NPT (F) CONNECTION WlTH FLANGE SHALL BE PROVIDED BY MECHANICAL.

ITEM

QTY

1

CF

sue

SHALL BE PROVIDED

SIZE OR CON NECTiON 1/4"

NPT

DESCRIPTION

DRWG.MPE

:

DEsmlpTloN

:

MATL.

PLUG SCREWED

:NIMR SLUGDE PIT

AREA

QTY. REQD.10 Nos. M.E.S.C.

AlSl 316 76.39.67.040.1

NO.

dh 3

05


INSTRUMENT IMPULSE LINES DIRECT MOUNTED WlTH MOUDLAR SBB PRESSURE GAUGE

D

~AREA CODE

R

ENG SECT I

I

SHEET PROJ DWG RE, CODE SIZE I

I

NIM 5 4738 021 DQ 4 A

NO I

SERIAL NUMBER

I


1

I

fl-YzIy-300# RF SBB VALVE TO BE PROVIDED BY MECHANICAL.

2)

FOR TAG PLATE & FIXING BRACKET, REFER TO SHEET 109 (SUPPLIED BY INSTRUMENTS)

3)

ALL GASKET, NUT-STUD B Y MECHANICAL.

SUBAREA

:NIMR SLUDGE PIT :

!

El

SHALL BE PROVIDED

NO.

QTY. REQD.-

%'A

05

v!!

INST. IMPULSE LINES/ELECTRO PNEU. HOOK-UPS REMOTE SEAL DIAPHRAC" 7M PRESSURE INSTRUMENT

D

R

w' Petroleum Develo~ment Oman *

~ AREA CODE

I I NIM

"'"' I IrL

NO

t

++

ENG SECT


SERIAL NUMBER

I

I

5 4738 022

t


I

I

~ ~ 1 4I - I A 1

1

1

NOTES: 1)

2" 3 0 0 # RF SBB VALVE TO BE PROVIDED BY MECHANICAL.

2)

FOR TAG PLATE & FIXING BRACKET, REFER TO SHEET 1 0 9 (SUPPLIED BY INSTRUMENTS)

3)

ALL GASKET, NUT-STUD BY MECHANICAL

ITEM

QTY

420

5M

CF

2

SHALL BE PROVIDED

SIZE OR CONNECTION

1/4"

DESCRIPTION CAPILLARY TUBE (BY VENDOR)

NPT

SS

PLUG SCREWED

,NIMR SLUDGE PIT

M.E.S.C.

MATL.

XX.XX.XX.XXX.X

AlSl 31 6 76.39.67.040.1

1

NO.

05

,INSTRUMENT IMPULSE LINES ,REMOTE SEAL DIAPHRAGM TYPE DIFF. PRESSURE INSTRUMENT

-

DRWG

AREA CODE

l l NIM I


SERIAL NUMBER

ENG SECT I

I

1 I

I

5 4738 023 D Q 4~ A

I


I

I

I

TOP FINISH IN ACCORDANCE WlTH SURROUNDING AREA

I ABLE TILES (SEE NOTE1)

CABLE ROUTE MARKER (NOTE 5)

CABLE ROUTING IN UNPAVED AREAS DESCRIPTION 68.76.81.024.9

1. RECYCLED POLYETHYLENE CABLE TILE. BLACK ON ONE SlDE , OTHER SlDE RED WlTH 1 5 0 m m GREEN TAPE WlTH PRINTING "CAUTION INSTRUIdENT CABLE BELOW". DRILLED WlTH 2No. 1 5 m m DIA HOLES SUPPLIED WlTH 2 PCS JOINTING PEGS PER TILE.

'

2. SEPARATE I.S. AND N.I.S. PARTITION.

I

CABLES IN CABLE TRENCHES. USING CABLE TILE ON EDGE AS

3. CABLE TRENCHING IN PAVED AREAS: FOR CABLE TRENCHING IN CONCRETE, BRICK PAVED OR TILED AREAS AND FOR ROAD CROSSING DETAILS SEE STANDARD DRAWINGS S 19.001 AND S 19.002.

1

4 2 5 0 r n m IN CASE OF S / N S CABLE SEPARATION WITH CABLE TILE.

I

5. REFER STD-5-0801-019

sue

:NIMR SLUDGE PIT

AREA

DRrc.mE

:


DEsmlpTloN

:

INST. CABLE TRENCHING DETAILS


CABLE NO .ONLY FOR FIRST AND LAST CORE

L TERMINAL NUMBER

CORE MARKER FOR CABLE CORES AND CONNECTING WIRES ITEM

QTY

191 192 193

REEL REEL REEL

SIZE

5 D=1.5 - 2.0 rnm 7 D=2.0 -3.2 mm 9 D=2.5 - 4.0 rnm

P CABLE TYPE

DESCRIPTION

M.E.S.C.

NO.

MATERIAL

MARKER MODEL-ZS MARKER MODEL-ZS MARKER MODEL-ZS

I

M.E.S.C.

NO.

68.79.02.802.9 68.79.02.803.9 68.79.02.804.9

I

D (average)

SIZE

2 x 2 x 1.13 10 x 2 x 0.8 20 x 2 x 0.8 2 x 2.5 21 x 2.5 CONN. WIRE

ISOLATED INSTRUMENT EARTH BAR

I

CABLE CORE LOOMING AND SCREEN WIRE SLEEVING iTEM

QT'f

169 188

PACK 4 x 140 mm m ID = 2mm

DRwG.mE

:

SIZE

DESCR~PT~ON

MATERi A i

CABLE TIES, I2/BLACK SLEEVING, GREEN

NYLON PVC

M.E.S.C.

NO.

68.80.50.942.9 68.85.1 0.504.1


I

I


I

I

TRANSMITTER/ LIMIT S.W.

JE

SDE

FOX/RCT/EQC/GFS

(NOTE 5)

TO INSTRUMENT SDE CABINETS

RCT

INSTR. NOTE 6 REQUIRING 2 4 V DC POWER SUPPLY

JE

I

I

I I

NOTE 1

24V DC DIST. BOARD

I

I

NOTE 2

NOTE 7

1I Q

CABLE SCREEN CABLE ARMOURING

1

SP

I

SYSTEM CABLE PLUG AND SOCKET

NOTES

1. CABLE GLAND GRIPPING ON ARMOURING; CONTlNUlM BY GLAND PLATE. 2. POHL SCHELLEEl GR!PP!NI? ON ARMOURIE!G. POHL SCHELLEN CONNECTED TO FRAME.

-

I .COPPER ISOLATED INSTRUMENT EARTH BAR.

*

=

CABLE SCREEN CUT BACK AND ISOLATED. CONNECT TO SAFETY EARTH BAR

3. 4. 5. 6.

7.

sue

:NIMR SLUDGE PIT

AREA

:

DRwG.mE

S A F E M EARTH IN CONTROL BUILDING SHALL EE A RING SYSTEM. INSTRUMENT HOUSINGS EARTHED VIA MOUNTING HARDWARE B E M E N THESE CABINETS CONNECT SCREEN OF CABLE ON ONE SIDE TO ISOLATED INSTRUMENT EARTH BAR ONLY. METAL J.B. ENCLOSURES EARTHED VIA SUPPORTS. GLAND CONnNUlTY PLATE OF GRP ENCLOSURES TO BE CONNECTED TO SUPPORT USING A THREADED SOCKET IN JB.

I

NO.

05


AREA

DRWG

ENG SECT

CODE I

DEscRlpnoN

:

INST. EARTHING DETAILS

I I NIM I

SERIAL NUMBER I

I

SHEET PROJ DWG REV. CODE SIZE I I

I I

5 4738 031 D Q 4~ A

I


I

l

l

I

I NOTES: 1)

2) 3)

TAG NO.

I

1

ITEM D, AK & V SHALL BE ON A MOUNTING PLATE. ITEM H SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE ACTUATOR. TO BE PROVIDED BY VALVE VENDOR.

IITEMI QTY. I

SIZE

I

QTY. REQD.14 No.

IMATERIAL~ M.E.S.C.

DESCRIPTION

I NO.

76.39.27.065.1 74.48.50.073.9

60.98.58.XXX.9 68.76.27.XXX.9

76.39.27.261.1 76.39.27.063.9

DRwG.mE

:ELECTRICAL & PNEUMATIC HOOK-UPS

DEsmlpmoN

:

PNEUMATIC CONNECTION FOR ESD VALVES

I

I


I

TAG NO. 48-UZV-2660

I SCALE : -

CAD DRAWIN

:NIMR SLUDGE PIT :

DRM;.mE

DEsCRlpTloN

ELECTRICAL & PNEUMATIC HOOK-UPS

:AIR SUPPLY DETAIL AS-2 IPF VALVES (40-1000 kPa) , I

I

I


I

I

J

1) 2)

,

MATERIALS TO BE PROCURED AS REQUIRED BY SITE CONTRACTOR. FOR CABLE QUANTITY REFER CABLE SCHEDULE, DWG. NO. NIM-5-5044-DQ

ITEM

QTY

L R X AA

NOTE-2 NOTE-1 1 2

:

DRwG.mE

DEscRlpnoN

DESCRIPTION

SIZE

2 x 2.5Sq.mm 1 9 .- 6 m m M2 0 id20

QTY. REQD.-'

li

I

NO.

MATERIAL

CABLE, XLPEI-SWA-PVCS: BLACK CABLE SHRINK ON SLEEVE (BLACK) LOCK NUT C A B i E GLAND

I M.E.S.C.

-

XX.XX.XX.XXX.X POLYOLEFIN XX.XX.XX.XXX.X 68.80.58.068.9 BRASS BRASS 66.80.58.730.i


:HOOK-UP DETAILS SOLENOID VALVE

I

I


I

I

I

FrJUNCTION

1) 2)

MATERIALS TO BE PROCURED AS REQUIRED BY SITE CONTRACTOR. FOR CABLE QUANTITY REFER CABLE SCHEDULE, DWG. NO. NIM-5-5044-DQ SIZE OR

0 R X AA

NOTE-2 NOTE-1 1 2

2 x 2 x 1.13mm 19 lu 6 rnrn M20 M20

i

j MATERIAL1

DEscRlPTloN

M.E.S.C.

1

CABLE, XLPEI-MS-SWA-PVCS: BLACK XX.XX.XX.XXX.X CABLE SHRINK ON SLEEVE (BLACK) POLYOLEFIN XX.XX.XX.XXX.X LOCK NUT BRASS 68.80.58.068.9 CABLE GLAND BRASS 68.80.58.730.1

SUBAREA

:NIMR SLUDGE PIT

DRWG.WE

:

DEscRIpmoN

QTY. REQD.: 8 Nos.

NO.

dh

05

-7-


:HOOK-UP DETAILS TRANSMITTERS

Petroleum Development Oman ENG

AREA CODE

DRWG

SECT

SERIAL NUMBER

t


NIM 5 4738042 DQ 4 A

NO I

I

I


I

l

l

I

JUNCTION BOX

SWITCHES/PUSH BUTTONS

----------

- CONTD

E

PROXIMITY SWITCHES

IN DWG 033

I

NOTES: 1) 2)

MATERIALS TO BE PROCURED AS REQUIRED BY SITE CONTRACTOR FOR CABLE QUANTITY REFER CABLE SCHEDULE, DWG. NO. NIM-5-5044-DQ.

I

DRWG.MPE

TAG NO.

, ELECTRICAL & PNEUMATIC HOOK-UPS

WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: P A I P O O ~ O ~

TAG NO. 48-XZA-2342 48-XZA-2343

JUNCTION

1) 2)

I

MATERIALS TO BE PROCURED AS REQUIRED BY SITE CONTRACTOR. FOR CABLE QUANTITY REFER CABLE SCHEDULE, DWG. NO. NIM-5-5044-DQ.

I I

SlZE OR ITEM OTY CONNECTION 0 NOTE-2 2 x 2 x 1.13mm NOTE-1 1 9 R 6 mm M20 X 1 AA 2 M20

I

QTY. REQD.2 Nos.

DESCRIPTION

MATERIAL

M.E.S.C.

CABLE, XLPEI-MS-SWA-PVCS; BLACK XX.XX.XX.XXX.X CABLE SHRINK ON SLEEVE (BLACK) POLYOLEFIN XX.XX.XX.XXX.X LOCK NUT BRASS 68.80.58.068.9 CABLE GLAND BRASS 68.80.58.730.1

CAD DRAWIN

SUBAREA

:NIMR SLUDGE PIT

DRVVG.~E

:

DEscRlpTloN


:HOOK-UP DETAILS HEAT DETECTOR

DRWG

AREA CODE

I I NIM

ENG SECT

SERIAL NUMBER


1 I

5 4738 045 D Q 4 ~ A


TAG NO. 48-XA-4106

JUNCTION BOX

I

H

NOTES: 1) 2)

1

\

------------

MATERIALS TO BE PROCURED AS REQUIRED BY SITE CONTRACTOR. FOR CABLE QUANTITY REFER CABLE SCHEDULE, DWG. NO. NIM-5-5044-DQ.

I

SIZE OR ITEM OTY CONNECTION L NOTE-2 2 x 2.5 Sq.mm NOTE-1 1 9 R 6 mm X M20 1 2 M20 AA

-

I

QTY. REQD.11 No.

DESCRIPTION

MATERIAL

-

CABLE, XLPEI-PVCS; BLACK CABLE SHRINK ON SLEEVE (BLACK) LOCK NUT CABLE GLAND

I

M.E.S.C.

XX.XX.XX.XXX.X POLYOLEFIN XX.XX.XX.XXX.X BRASS 68.80.58.068.9 BRASS 68.80.58.730.1

I SCALE : SUBAREA

:NIMR SLUDGE PIT

DRwG.mE

:

- -- -. ... ..-..

.

I

NO.

DRAWING^

05


AREA CODE

DRWG

I

HOOTER

CAD

I I NIM I

No

ENG SECT I

SERIAL NUMBER I

SHEET I

PROJ DWG REV. CODE SIZE I I I

1 I

5 4738 046 D Q 4 ~ A

I


I

l

l

I

TAG NO.

ULTRASONIC FLOWMETER

I1Q0TY.1 No.REQD.ITEM AA X 0 L

QTY

SIZE

M20 M20 CABlESCH. 2 ~ 2 ~ 1 . 1m3 m CABUSCH. 2x2.5 SQmm 4 2

DESCRIPTION

MATERIAL

M.E.S.C.

BRASS BRASS

68.80.58.730.1 68.80.58.068.1 XX.XX.XX.XXX.X XX.XX.XX.XXX.X

CABLE GLAND TYPE 0 LOCK NUT CABLE XLPE-MS-SWA-PVCS, BLACK CABLE XLPEI-SWA-PVCS, BLACK

-

NOTE 1 : IN CASE OF IS APPLICATION BLUE SLEEVE SHALL BE USED.

SUBAREA

:NIMR SLUDGE PIT

DRW.TYPE

:

NO.

(j

05

~9


INSTR. IMPULSE LINES & ELECmO PNEU. HOOK-UPS

D

~AREA CODE

R

SERIAL NUMBER

ENG SECT I

DEscRlpTloN

:

HOOK-UP ULTRASONIC FLOWMETER

I

NIM 5 4738047 DQ 4 A

NO

I


SHEET I

I


I

l

l

TAG NO. 48- JBE-6907 48-JBE-6908 48- JBE-6909 48-JBE-6910 48- JBE-6917 JUNCTION BOX

NOTE: 1)

FOR CABLE QUANTITY REFER CABLE SCYEOULE. DWG NO. NIM-5-5044-DQ

ITEM

QTY

SIZE

AB Y F

2 2

M25 M25 10x2x0.8mm

NOTE-I

QTY. REQD.5 Nos.

DESCRIPTION

MATERIAL BRASS BRASS

CABLE GLAND LOCK NUT CABLE XLPEI-MS-SWA-FVCS;

BLACK

-

M.E.S.C. 68.80.58.734.1 68.80.58.072.1 XX.XX.XX.XXX.X


DEsmlPTloN

:HOOK-UP DETAILS TYPICAL JUNCTION BOX

NO

NIM 5 4738048 DQ 4 A

--

WorleyParsons-Arabian Industries (JV) Contract No.:C3110606 Job No.: PAIP00405

I

1

30

30

, 20

,6 >

.

?

-

2 w

I

120

,

,20 ,

108

,

,6

48-PG-1530 FUEL GAS PRESSURE

MATERIAL : LAMINATED PLASTIC WHITE/BLACK/WHITE OF NAMEPLATE 3 m m THICK

4I

MIN LENGTH DETAIL- A

ENGRAVING

: REFER TO STANDARD DWG S37.601 TYPE 1

FIXING

: NAMEPLATES TO BE FIXED TO TAILOR-MADE BRACKET ON 1/2" PIPING NOZZLE WITH BRASS SCREWS, FLAT ENDED: RECESSED PAN HEAD, WiiH WASHER & NUTS.

PAINTING

: PAINTING & COATING SHALL BE DONE AS PER ERD-48-04

I

ITEM

QTY

DU CL

1 0.0008

SIZE OR CONNECTION

DESCRIPTION

MATL.

U-BOLT COMBINED W N I NUTS & SPRING WASHER AlSl 316 20Ox35x3mm MK STEEL PLATE MS

M8

1. ALL DIMENSIONS ARE IN MM

DRwG.mE

:INSTRUMENT IMPULSE LINE


QTY. REQD.13 Nos. M.E.S.C. 81.26.86.022.9 78.43.30.108.1

MATERIAL : LAMINATED PLASTIC WHITE/BLACK/WHITE OF NAMEPLATE 3 m m THICK ENGRAVING

: REFER TO S37.601 TYPE 1

FIXING

: NAMEPLATES TO BE FIXED TO TAILOR-MADE

PAINTING

: PAINTING & COATING SHALL BE DONE AS PER ERD PDO-48-01

ITEM DV CL

1

DETAIL- A

BRACKET ON 2" INST. SUPPORT PiPE WiTH BRASS SCREWS, FLAT ENDED, RECESSED PAN HEAD, WlTH WASHER & NUTS.

QTY

DESCRIPTION

SIZE OR CONNECTION

MATL.

QTY. REQD.30 Nos. M.E.S.C.

U-BOLT COMBINED WlTH NUTS & SPRING WASHER AlSl 316 81.26.86.040.9 1 MI0 US 0.008 SQ.K 220x35x3mm TliK STEEL PLATE 78.43.30.1 08.1

ALL DIMENSIONS ARE IN MM

DRWG.T~PE

:

S/ELECTRO PNEU. HOOK-UPS

WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAIPOQ405

I

MIN. LENGTH TO SUIT

TAGNO.

QTY. REQD.02 Nos. QTY

SIZE

4 M I 2x11Omm AS REQ. 2" 1 3" 1 3"x2" 0.32 m; 10mm THICC 2 MI0 2 M10x60mm 2 MI 0

:

DRwG.mE

DESCRIPBON I

I

DESCRIPTION FOUNDATION BOLT WITH NUT & WASHER LINE PlPE SCHEDULE 40 LlNE PlPE SCHEDULE 40 REDUCER CON.BUTT WELDING TYPE STEEL PLATE NUT HEXAGONAL HEAD BOLT HEXAGONAL HEAD U BOLT FOR 2" PlPE C/W NUTS & SPRING WASHERS

MATERIAL FINISH CS CS CS CS MS CS CS AlSl 316

INST. CABLE & PIPING INSTAL

:INSTRUMENT SUPPORT FOR HEAT DETECTOR

I

I


I

M.E.S.C.

No.

I

TAG NO. 48-HS-2219 48-HS-2658

REQD.-I

QTY. 5 Nos. DESCRIPTION

1 2" BP CJ 0.225 m 5Ox6mm WICK 25mm DIA 3 0 2 1.5 m CL 0.040SQ.m 3mm THICK

DRwG.vE

:

LINE PIPE SCH. 4 0 CAP BUTT WELDING FLAT BAR HEAVY GAUGE CONDUIT STEEL PLATE (20Ox200mm)

CS MS GALV. STEEL MS



70.30.1 8.608.1 78.39.02.1 21.1 70.13.04.025.1 78.43.30.1 08.1

I

JUNCTION

QUANTITY IS TYPICAL FOR THE FOLLOWING NUMBER OF JUNCTION BOXES

78.47.01.352.1 78.43.30.1 16.1 78.39.02.1 21.1

NOTES: 1. 2. 3. 4.

FLAT BARS SHALL BE WELDED ADJACENT TO EACH OTHER. PAINTING & COATING AS PER ERD PDO-48.07 FOR UNPAVED AREA USE CONCRTE SUPPORT, REFER STD-5-0801-031 REFER "CONCRETE BLOCK FOR SUPPORTS IN UNPAVED AREA" STD DRAWING IN SHEET 020

DRWG.~E

, INST. CABLE & PIPING INSTALLATION DETAILS

DEscRlpTloN

:

JUNCTION BOX MOUNTING SUPPORT FOR UNPAVED AREA


I

I.C.T.D. JUNCTION B O X E S SCOPE OF ' D Q ' PROJECT WBS NO.: NIM.IN.09.011



IREVI

DATE

I

D\$w

I

. I . NO

CHECKED

I

PROJ. ENG. SIGNATURE P D 0 APPROVAL

I


:I.C.T.D.

DRWG.WE

I

1I ' 1

TEAML J.ENG.

DcsmlpTloN

:JUNCTION BOXES FRONT SHEET

I

1


I

I

1

JUNCTION BOX

DRWG.MPE

:I.C.T.D.

DEsmlpTloN

:

JUNC TI 0N B 0X INDEX AND REVISION SHEET

I

I


I

I

I

DEsCRlPTloN

:JUNCTION BOX INDEX AND REVISION SHEET


NOTFTF SCREENS CONNECTED TO AN ISOLATED EARTH BAR

CAD DRAWIN

INST. CABLE TERMINATION DETAILS

DRWG.MPE

:

DEsCRlpnoN

:48-JBE-34 I

I



TAG NUMBER

'

EXT. CABLE No.&SIZE

- CORE

TERMINAL

MULTICORE CABLE No. TYPE C17F -I-L

I

CONNECTED TO

CORE

1

STRIP A 001-040

PZA-086

F-4803

SPARE

F-4803

SPARE

F-4803

SPARE

F-4803

SPARE

F-4803

PZA-072

F-4803

GBS-793(C)

F-4803

1

48-E-506,

1~4~1.2

R & B W & 0

11 12 13 14 15 16 17 18 19 20

48-E-516,

1~4~1.2

R & B W&O

21 22

48-E-515,

1x4x5.2

W

29 30 31

0

SPARE BK

'GBS-2660 (0)

-

T-4807

)GBS-2660 (C)

I

SPARE 0

I

34 35 36

I SCREENS CONNECTED TO AN ISOLATED EARTH BAR

AREA

:

PRODUCTION STATION

DRWG.MPE

:

INST. CABLE TERMINATION DETAILS

sue

33

2 x 2 ~.1I3mm 48-E-2737 XLPEI-MS-SWA-PVCS

NO.

d

05


DRW

I

ENG SECT

SERIAL NUMBER

I



I

I

I

PVCI-SWA-PVCS

SCREENS CONNECTED TO AN ISOLATED EARTH BAR

DRwc.Typ~

:

INST. CABLE TERMINATION DETAILS NO

NIM 5 5043 052 DQ 4 A


LIST OF ALARM AND TRIP SETTINGS 1. ALL SET POINTS ARE CONVERTED INTO COUNTS IN TRICONEX PLC SYSTEM. FOR ANALOG INPUT 0 - 2 0 m A = 0 - 4 0 9 5 COUNTS ( 4 m A = 819 COUNTS). THIS APPLIES TO DIRECT AND REVERSE SIGNALS. 2. ALL RTD INPUTS ARE 0 - 6 0 0

DEG.C RANGE. 1 DEG.C = 6.825 COUNTS.


I

DESCRIPTION

ws No.

1

PROJ. ENG.

f

S!GNA~RE

I

1 ,,(",, I

P D 0 APPROVAL

1


OWGNVGSUE/LSSUEFOR~ REFERENCE TO EQUIPMENTflAG NUMBERS ARE TO BE PREFIXED BY AREA CODE

REV

DATE


PROJ.ENG.

APPROMD BY

DESCRIPTION

B.I.NO.

SPEC.ENG.

PDO APPROVAL



:PRODUCTION STATION

sue ARU, DRWG.~E

DEsmlPnON

LIST OF ALARM AND 'TRIP SETTINGS : COVER SHEET

NO.

05 DRWG

AREA CODE

ENG SECT I

I I NIM t

uv 1 i

SERIAL NUMBER I

WET I

5 5065 001

I



DQI 4 I A I I

l

l

TRIP SETTINGS :REVISION / INDEX SHEET :

DBcRIpnw

1

I



O F DEVIATIONS MARKED U P PRINT SHALL BE SENT

I

:PRODUCTION STATION

w * R ~

a@

7-v

J

DRWG.MPE

ION, , ,

LIST OF ALARM AND 'TRIP SETTINGS : REVISION / INDEX SHEET

TO COASTAL DESIGN OFFICE

D

R

~AREA CODE


SERIAL NUMBER



TAG NO. UNIT: 48-

SERVICE

PSA-1445 445

446 PSA-1446 PSA-1447 447

448

DRWG.MPE

P-48145 SEAL PRESSURE P-48145 SEAL PRESSURE P-48146 SEAL PRESSURE P-48146 SEAL PRESSURE P-48147 SEAL PRESSURE P-48147 SEAL PRESSURE P-48148 SEAL PRESSURE P-48148 SEAL PRESSURE

SYSTEM SYSTEM

SYSTEM SYSTEM

SYSTEM

SYSTEM SYSTEM

SYSTEM

TRANSMITTER RANGE PROCESS UNIT 0-1000 kPag

SWITCH SETTING PROCESS TRANSMISSION UNITS SYSTEM UNITS 6 0 0 kPag 4 0 0 kPag

AD J. H/L/ HH/LL H L

0-1000 kPag

3 0 0 kPag

LL

0-1000 kPag

6 0 0 kPag 4 0 0 kPag

H L

0-1000 kPag

3 0 0 kPag

LL

0-1000 kPag

6 0 0 kPag 4 0 0 kPag

H L

0-1000 kPag

3 0 0 kPag

LL

0-1000 kPag

6 0 0 kPag 4 0 0 kPag

H L

0-1000 kPag

3 0 0 kPag

LL

:

. PRESSURE INSTRUMENTS orleyParsons-Arabian Industries (JV) Contract No.: 63110606 Job No.: PAIP00405

NOlLnfl HSnd Us31 CJBU

.VVVVVVII-

-

-

-

olo/roo-oe

LOO-LESE W9Z-SH

1

1003ZEI ZIR-SH

(I

LOO+ZE I ILEZ-SH

(1

11/otoe

toll-Sl

1NIS

1 FI

Ot108X04 Ot1OBXO4

1 8

0~10~x0~ 0W)EIXOJ

8

Ot108XOA

!XlS-CN

NOME HSnd US31 (TDU

3/8/wz9z-rlzn-~ 3r1WA as3 104 US31 (T13U

9WZ-SH

M U 0 7ulU310 & W O S W)NaLmfl-HSnd

do& t ~ 1 0 1 8UIV SOW-)(

ZLSZ-SH

&MIS W O l N 1IV SOW-X

1LSZ-SH

SS9-BM-W P mS1-BM-W /8 111-3n-W 1013313S WllNWI

0 LSZ-SH

MUO WM~IO W)~~lLnfl-~Snd

7

100-LWS OISZ-SH

-1-HIIN

(A3UE

~3a)H311MS1 0 ~ ~ S

LO-~ZOG ZSO-3d -L-WIN

1

-

W S J 3 d

W U l Y m

Vrd

-

SS9IE

-

WZ-0 Dd4

~n

-& ?UWP

w

,Q

WllVAt13SEU

w4Prq

3flV3 J)a

w n

dl

-

-mu03

I

OOZ

-

SZL

'ion

'U~M

w

Of

LoKO

3.

YYl'

wu3ns dHIM t(3LSOO0 60W-d

1D 0 3 W M

ZS03d

+a-

1 I ~ I

I

.oy%

-811

EPUWSING VALM ACROSS 48-UZV-262M/C

UZV-26260

UZV-2626C ED V M ON TANK T-4817 INLET

UZV-2627A ESfl V M ON TANK T-4818 INLET

I

I

WEF CRUDE

0.927 30-40 (O/C) 1.006 (WATER)

120

WEF CRUDE

0.927 30-40 (O/C) 1.006 (WATER)

120

0.927 30-40

120

WEF CRUDE

I

I

RQ-5a31 BALL V M -VIRGO PNEUMATIC ACMAlDR-BIFFI

---RP-5a31

----

I

&50;11

I

I

I

I

R 3 11209-C24

BALL V M -VIRGO PNEUMATIC ACTIVATOR-BIFR

9800-9J5-(X

BW VALM -VIRGO

MX 185

I

MX 185-

I

I

mmr

6' 3@3#

6" RANGED

BALL 4'

CLOSE

NO

NO

NO

UZV-26260 3637-001

300 1

40'

40" RANGED

BALL 36'

CMSE

NO

NO

NO

UZV-2626C 3637-001

40'

40'

BALL 36'

CLOSE

NO

NO

NO

UZV-2627A

I

1

I

I

1

I

:

:ESD VALVES ,

,

WorleyParsonsArabian Industries (JV) Contract No.: C3110606 Job No.: PAIP00405

I

I

LIST OF ALARM AND TRIP SETTINGS

AND FORMS PART OF SCOPE OF PROJECT 'DQ' WBS No.NIM.IN.09.011

I APPROVED

I

FOR I CONSTRUCTiON I

I

I

I

I

I

I


DRWG

I

AREA CODE

DE~IPTIM

:COVER SHEET

NO

~ E E TPROJ DWG REV.

SERIAL NUMBER

ENG SECT I

I

CODE SIZE

I

I

NIM 5 4744 001 DQ 4 A


DESCRIPTION

1 SHEET 1

REV 0

1 REV A

I

REV B REV

c

I REV D I REV E 1 REV F I REV G I

SPARE SPARE MISCELLANEOUS

sue

:NIMR SLUDGE PIT

AREA

:

DRWG.TYPE

D m , m o N

LIST OF ALARM & TRIP SETTINGS

:REVISION

/

INDEX SHEET


TAG NO. UNIT: 48-

TRANSMITTER RANGE PROCESS UNIT

SERVICE DP ACROSS FILTER s-48362 DP ACROSS FILTER S-48363

PDIA-1520 PDIA-1521 PEA-1 51 6

PIPE LINE PRESSURE

SWITCH SETTING PROCESS TRANSMISSION UNITS SYSTEM UNITS

AD J. H/L/ HH/LL

0-200 kPa

5 0 kPa

8 mA

H

0-200 kPa

5 0 kPa

8 mA

H

4 5 0 0 kPag 4 4 0 0 kPag

16 m A 15.73 m A

0-6000 kPag

HH H

I

SUB aREA

DRWG.WE

I

I 5I &x& 3kk -

.. NIMR SLUDGE PIT

NO.

05

7-7

I

DEp l,o ,N

..LIST OF ALARM & TRIP SETTINGS

, PRESSURE INSTRUMENTS


DRWG

AREA CODE

ENG SECT I

SERIAL NUMBER

~ E E TPROJ DWG RE\ CODE SlZE

I

NIM 5 4 7 4 4 ' 0 0 5 ' ~ ~ 4 / A


NOTE-

I

SUB AREA

..NIMR SLUDGE PIT

DRWG.TYPE

..LIST OF ALARM & TRIP SETTINGS

DESCRlPllON

. LEVEL INSTRUMENTS

NO.

05 D

R

~AREA CODE

ENG SECT I

I I NIM

SERIAL NUMBER I


1 I

5 4744 008 D Q 4~ A


I

I

TAG NO. ,UNIT:

SERVICE

INSTRUMENT RANGE PROCESS UNIT

SWITCH SETTING PROCESS SETPOINT UNITS

PUMP COMMON DISCHARGE TEMPERATURE

468

NOTE:

SUB AREA

. NIMR SLUDGE PIT

DRWG.MPE

. LIST OF ALARM & TRIP SETTINGS

DEsmlpmm

:

TEMPERATURE INSTRUMENTS

D

R

~AREA CODE I

I I I

ENG SECT I

SERIAL NUMBER I

~ E E TPRW DWG REV CODE SIZE 1

I

I

I I

NIM 5 4744 011 D Q 4 ~ A

I


I

I

NOTE:

DRw.mE

:LIST OF ALARM & TRIP SETTINGS

DEsCRlpTloN

:

MISCELLANEOUS INSTRUMENTS


INSTRUMENT CABLE TERMINATION DETAILS FOR EQUIPMENT/SYSTEM CABLES COVER SHEET

I

NOTES: 1. E-4001 TO E-4012, E-4016 TO E-4046, E-4050 TO E-4059, E-4062 & E-987 SYSTEM CABLES ASSOCIATED WITH DCS SYSTEM ONLY. 2. E-4070

TO E-4085,

3. E-4101 TO E-4180.

E-4094 TO E-4098, E-4191 TO E-4199,

E-986 E-976,

TO E-4065,

E-977,

E-978

SYSTEM CABLES BETWEEN DCS & SGS. E-979

TO E-985 SYSTEM CABLES ASSOCIATED WITH

SGS SYSTEM ONLY. 4. E-4013 TO E-4015, GFS SYSTEM ONLY.

E-4047,

E-4060,

5. E-4351 TO E-4353,

E-4355

TO E-4358

6. E-4185,E-4186

E-4187

TO E-4190,

E-975 SYSTEM CABLES ASSOCIATED WITH

SYSTEM CABLES BETWEEN IFB & SDE-009.

SYSTEM CABLES BETWEEN GFS & SGS.

7. E-4090 TO E-4093 SYSTEM CABLES BETWEEN GFS & DCS.


I

I


DESCRIPTION



IN CASE O F DEVIATIONS MARKED UP PRINT SHALL B E SENT

1

1

I


1

:PRODUCTION STATION

SUB AREA

C.T.D. DESCRIPTION

AREA CODE

DRWG

ENG SECT I

:COVER SHEET I


SERIAL NUMBER I

I


I

I

I

l

l

P DEC.Of i ~ ' 9 17

FOR ~ ~ 0 & 7 % L ~ ~ . 0 2 . 0T 0T2P / ~ ~ IAS-BUILT FOR PROJECT 'L4' 1

?AS-BUILT

DESCRIPTION



IN CASE OF DEVIATIONS MARKED U P PRINT SHALL BE SENT

sue

:PRODUCTION STATION

AREA

~0.05


kk

dh


'1.C.T.D.

DRWG-TYPE

DRWG

ENG SECT

AREA CODE

SERIAL NUMBER

I

DESCRlPnON

:REVISION/INDEX

SHEET



F DEVIATIONS MARKED UP PRINT SHALL B E S E N T TO COASTAL D E S

:PRODUCTION STATION

SUB AREA

NO.

d h 6kt= btv Petroleum

05

:I.C.T.D.

DRWG.TYPE

D

~AREA CODE

R

ENG SECT

SERIAL NUMBER

1

mcR,pnw

Devela~mentOman SHEET PROJ DWG REV. CODE SIZE I

:REVISION/INDEX SHEET I

I


I

l

l

sue

:PRODUCTION STATION

AREA

NO.

&% ' A Gk

05


ICTD

DRWG.WE

:

DEscRmm

:REVISION/INDEX SHEET

D

I

~AREA CODE

R

ENG SECT

SERIAL NUMBER

I



I

l

l

CONNECTED TO

SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPAKE SPARE

29 31 33 35 37 39 41 43 45 47 49 55 53

30 32 34 36 38 40 42 44 46 48 50 52 54

I

I


CONNECTED TO

I

I


I

I

I

CONNECTED TO

DRW

AREA CODE

ENG

SECT

SERIAL NUMBER


--

WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAlaoO405

-

PART-

SCOPE OF

I

RFFFRFNCF DRAWINGS : 1. DCS INST. LOOP DIAGRAMS : NlM-5-5594-001-3 2. SGS INST. LOOP DIAGRAMS PART I : NlM-5-5595-001-3 (ALL TAGS EXCEPT 'X' & *U1).

DQ

PROJECT

& NIM-5-5907-001-3

I

CONSTRUCTION

I

PROJECT DRAWlNG REVlSlON

RN

NOTES/REFERENCE DRAMNGS

DAE

APPROW

BY

c€SWJPTKI(

auto.

I

SPECMQ

M * X I L ~

:SGS INST. LOOP DIAGRAMS

-mat

:COVER SHEET

AM A W N

MASTER DRAWNG REVlSION W TO COASTAL DESIGN OFFICE

rn

IRE* MO SWN C Q X S E C T ~

-

PRQ~ DWO W .

m s m

NIM 5 5596 001 DQ 3 A

WorleyParsons-ArabianIndustries (JV) Contract No.: C3110606 Job No.:

PAIP00405

I o I p n o N

IsHEET \REV

o

I

REV

K

I

REV I-

I

REV M/\

t

?

1 SPARE

E

m

E

I

I

A

DEscRlPTloN

I

PRINT SHALL BE S E W TO ICOASTAL DESIGN

REV

o

I

REV A

I

REV

s

I

REV M

I

REV D

I

-4

R m F I REV

I\

PROJECT DRAWING REVlSlON

rau

OFFICE

I

I /I

I

MASTER DRAWING REV~SION

SHEET

IUS-1554

I

NOTES/REFERENCE DRAWNGS IN CASE OF DEVIATIONS MARKED UP

I

:

REVISION/INDEX SHEET m,

NIM 5 5596 002DQ 3 A


SHEET

EV 0

UZ-1611 UZ-1621

DESCRlPTlON

205 206

\ \

UZ-1631 UZ-1632 UZ-1641

207 208 209

UZ-1642 UZ-1851

210 211

UZ-1503 SPARE

1223 225 226

112-1522 UZ-1523 UZ-1561

227 228 229

UZV-2660 XS-2091 UZ-2081 UZ-2091 XA-268.1/268.2 XA-270.1/270.2 XA-271 XA-2721/2722

231

REV E

REV

1

I / A P R . ~\~I 1 APR.98

1

/

/ / /

/ / 1 /

I

1

\ \

APR.98 APR.98 APR.98 APR.98 APR.98

DELETE0

I

\

SHEET

\EV

XA-273.1/273.2 SPARE

239 240

JUL\~~

SPARE SPARE SPARE

241 242 243

SPARE X8-707

244 245

1 SPARE

APR.05

1

1 257

1 SPARE

1 258

SPARE SPARE

259 260

SPARE SPARE XS-1381/1382/G8S-312

261 262 263

0

FEB'02

I \

\

JLl~#97

/

/ 1

\ q

xS-1387/1388/68~-834 XS-1389/1390/GBS-807

266 267

XS-1391/I392/GBS-845 XS-1393/1394/CSS-3~ XS-l395/1396/G8~-84

268 269 270

XS-1 3 9 7 / 1 3 9 8 / ~ ~ ~ - 3271 4 XS-1399/1400/GSS-3~ 272

\

DAE

NOTES/REFERENCE DRAWNGS

IN CASE OF DEVIATIONS MARKED UP PRINT

APPROIFD

BY

BUM.

C€SmPIKI( I

1

j m1

MASTER DRAW~NGREUSION SHALL BE SENT M COASTAL DESIGN

j RY)

REV B

REV C

REV D

I

REV F

/

\

/

\

JULY.97

/

1

1

/ JULY.97

/

/

/

/

\,

/ /

/I / /

1

/

I

\

\ \-

/

\

\ \

/

\ \

/

/

REV

/

\

/

\

/

/

/

\

f

\

/

I

REY

REV A

~~-1383/1384/~8~-322( 264 ' M ' A ~ , I x S - I ~ ~ ~ / I386/GES-334 265

1/

/

I I

APR.98 APR.98

/

/

/

/ /

\

1

DESCRIPTION

/ /

\.

JUN'OO 233 234 235 236 237 238

REV B

I

1 224 1

UZ-1520 UZ-1521

--

REV H

PROJECT DRAWNG REVlSlON

~ -m 1 :SGS

Petroleum Dt?l~lo~IUent Oman

INST. LOOP DIAGRAMS

.

m D V Y OESQIPOO(

:REVISION/INDEX

SHEET

rm

*

NIM 5 5 5 9 6 005DQ 3 A

OFFICE WorleyParsons-Arabian Industries (JV) Contract No.:C3110606 Job No.: PAlP00405

DAE

RKUMO

%!

BL NO

DESQIlPTKW

WATIRE

P D 0 AWWN

PROJECT DRAWNG REVlSlON

0ESC.m

M

CASE OF DEMATIONS MARKED

UP PRINT SHALG BE SENT TO COASTAL DWIGM OFFICE

I

:REVISION/INDEX SHEET

IYllVl

J

J J Y V U U I ULl J

WorieyParsons-Arabian Industries (JV) Contract No.:C3110606 Job No.: PAIP00405

UZ-1761 UZ-1782 uz-$771 UZ-1772 SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE

I

\

419 420 421 422 423 424 425

1 426 (

427 428 429 430

/ \

V

/

/

A

I

1

1

I

I/ A'

/ \

1

\I

XS-2033

431

XS-9034

&?2

XS-2038 XS-2215 XS-2216 XS-2037 XS-2038 XS-2039 XS-2040 XS-2251 XS-2252

434 435 438 437 438 439

/

\

440 441 1442

/

/

/

I

/ /

[/

\I

\

/ /

\.

---

/ /

/

\.

/

/ /

\ / A

/I\.

1

/ I\

I

I

I

I

/ I \ SPARE / \ SPARE / -

DECO\

/

455 456 457 458 459 1460 I481 462 463

1

/ ----

\

453 454

SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE

SPARE

464

SPARE

485

WARE

466

SPARE

468 489

SPAR E SPARE SPARE

\,

/

\

/

/

470 471

\

/

\

\ I

I

1

4

1

\

SPARE

475

\1SPARE

1 478

I

/

v

I

I

I

\. . '4


:SGS INST. LOOP DIAGRAMS

-.rcp~

m

m

:


WorleyParsons-Arabian Industries (JV) Contract No.:C3110606 Job No.: PAlPOO405

I

FIELD

AUXI' SG.

SDE JUNCTION BOX

TERMINAL 'A'

RAUIKOR BOARD

' ROOM .RSHALUNG CABINET RADIKOR BOARD

SGS CABlNt

[

SGS-001B

1/0 CARD

48-UZV-2660

JBE-52

2. *+

*-

SGS-001B

CABINET

:

MPE CHASSIS

: DO :

*

WorleyParsons-ArabianIndustries (JVJContract No.: C3110606 Job No.: PAIP00405

I

p p

flEL0

AUXIL SGS

SDE JUNCTION BOX

TERMINAL 'A'

I

RADIKQR BOARD

Q00M SHALUNG CABINET RADIKOR BOARD

SGS CABINE;

1-


FIELD

I

SDE

I

JUNCTION BOX

TERMINAL 'A'

RADIKQR BOARD

"",.,+ SGS

.JOM SHALLING CABINET U A ~ I U ~ nDn a w n

I

SGS CABINEi

I


SUMMARY 01'

RUMENTAT ON CABLES

FOR MULTICORE CABLES REF. DRG. FOR SIGNAL- C A B L E S REF. DRG. FOR SYSTEM CABLES REF. DRG.

: NIM-5-5044 : NIM-5-9925 : NIM-5-5591

& NIM-5-5906

SCOPE OF 'DQ' PROJECT

mm

:

-pm

:COVER SHEET WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAIP00405

CURRENT RMSlQ

26 27 28 29 30 31 32 33

NO 6481

3

5

/

No 6511 TO 6540 No 6541 TO 6570 NO 6571 TO 6600 No 6631 TO 6660 No 7661 TO 7690

34

/

TO 6510

NO 6601 TO 6630

No 6691 TO 6720 ,Na6721TO6750

\

/

No 6451 TO 6480

i \

/

/ ,/

/

\

--------,

,

,

,

a

,

,

,

---

\

-\ 1

,

,

.

\

,',,

--. ,

,

,

,

,

,

,

,

,

,

I

I PR(XLMC.

c€smmcu

BL NO

WANRP:

PDObRIWVU.

CT DRAWING REVlSlON IN CASE OF DEVIATIONS A MARKED UP PRINT SHALL BE SENT TO THE PROIECT ENGINEER A m

:

NIMR

SCALE: 0 1

-

2

5

4

C y DRpNF

,PRODUCTION STATION

/

1) CABLE No 7001 TO 8000 SEE DWG. NIM-5-9925 NOTES/REFERENCE DRAWINGS

llEV

mmmaq

DATE

BY

1 1-1

, INSTR.CONTROL CABLE

m4.m

MASTER DRAMfiNG REVlSlON


I

, REVISION/INDEX SHEET

I NOINIM I

WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job

5 5044001~~131~I

No.: PAIP00405

1 1 1

I

I RZV

DATE

By

-llm

MEMm

n.1 WO

PROJ. ENQ

I SMATURE

PDOW?ROVK

PROJECT DRAWlNG REVISION

as MEA

REV

NOTES/REFERENCE DRAWlNGS

DATE

*PPROW BY

O ~ P T K 4 (

UWQ

:PRODUCTION STATION

mOJ . m z D ~

RM APmovM

MASTER DRA\MNG REVISION

:

REVISION/INDEX

SHEET

minu . R + I

NO

--ac€lsml I R E e C U H NIM 5 5 0 4 4 0 0 3 DQ 3 A I--

-'-

IN CASE OF DEVIATIONS MARKED UP PRJNT SHALL BE SENT TO COASTAL DESIGN OFFICE WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.:

PAlP00405

11

I

II I REV

NUMBER

I

DESCRIPTION OF CABLE SIZE rnrn

(

LENGTH M

(

COLOUR

(

TYPE

I

DESCRIPTION OF RUN VOLT1

FROM

1

TO

,

GLAND

I R E F l ~ I CABLE

STATION REV


DATE

BY

DEEQIIPTK)N

WHa

maLW

MASTER DRAWING REVISION M COASTAL DESIGN O W .;Ei

IN CASE OF DEVIATIONS MARKD UP PRINT SHALL BE SENT

ORWam

SFCW

:INSTRUMENT CABLE SCHEDULE

ma WPRwK

I

I

I


I

I

I

(

I

DESCRIPTION OF CABLE OUTER SHEATH LENGTH COLOUR

REV NUMBER

SIZE mm

DESCRIPTION OF RUN

I

I

I

GLAND

II

CABLE REF TYPE

VOLT

FROM

REMARKS

TO

0 0 0 0 0

E-2711 E-2712 E-2713 E-2714 E-2715

2~2~1.13mm 2~2~1.13mm 2~2~1.13mm 2~2~1.13mm 2x2xl.13mm

40 40 40 40 40

BLACK BLACK BLACK BLACK BLACK

XLPEI-MS-SWA-PVCS XLPEI-MS-SWA-PVCS XLPEI-MS-SWA-PVCS XLPEI-MS-SWA-PVCS XLPEI-MS-SWA-PVCS

24 24 24 24 24

48-LIA-1452 48-PIZA-1516 48-PDIA-1520 48-PDIA-1521 48-XZA-2342

48-JBE-6908 48-JBE-6908 48-JBE-6908 48-JBE-6908 48-JBE-6909

(NEW (NEW (NEW (NEW (NEW

JB) JB) JB) JB) JB)

0 0 0 0 0

E-2716 E-2717A E-27178 E-2718 E-2719A

2~2~1.13mm 2 ~ 2 x .I1 3 m m 2~2~1.13mm 2~2~1.13mm 2~2~1.13mm

40 40 40 40 40


XLPEI-MS-SWA-PVCS XLPEI -MS-SWA-PVCS XLPEI-MS-SWA-PVCS XLPEI -MS-SWA-PVCS XLPEI-MS-SWA-PVCS

24 24 24 24 24

48-XZA-2343 48-HS-2219A 48-HS-22198 48-HS-2658 48-HS-2220A


(NEW (NEW (NEW (NEW (NEW

JB) JB) JB) JB) JB)

XLPEI-MS-SWA-PVCS XLPEI-MS-SWA-PVCS XLPEI-SWA-PVCS XLPEI-SWA-PVCS XLPEI-MS-SWA-PVCS

24 24 24 24 24

48-HS-2220B 48-HS-2660 48-XA-4106 ELECTRICL DB 48-HS-2661A

48-JBE-6909 48-JBE-6909 48-PLC-0001 48-Fl-1414 48-JBE-6910

(NEW JB) (NEW JB) (STRIGHT RUN) (POWER SUPPLY) (VENDOR JB)

XLPEI-MS-SWA-PVCS XLPEI-MS-SWA-PVCS XLPEI-MS-SWA-PVCS XLPEI-MS-SWA-PVCS XLPEI-MS-SWA-PVCS

24 24 24 24 24

48-HS-2661 B 48-HS-2662A 48-HS-2662B 48-HS-2663 48-HS-2664


p p

0 0

0 0 0

0 0

0 0

E-27198 E-2720 E-2721 E-2722 E-2723A

2x2x1.13rnm 2~2~1.13mm 2 ~ 2 . 5Sq.mm 2 ~ 2 . 5Sq.mm 2~2~1.13mm

40 40 30 50 40


E-27238 E-2724A E-2724B E-2725 E-2726

2~2~1.13mm 2~2~1.13mm 2 x 2 1.1 ~ 3mm 2~2~1.13mm 2~2~1.13mm

40 40 40


~

40 40

-

-

-

~

(VENDOR (VENDOR (VENDOR (VENDOR (VENDOR

INEW

REV I

DATE I

I

BY

DESCRlPilMJ I

B.I.NO. I

I

:INSTRUMENT CABLE SCHEDULE

SPEC.ENG.DRW,~

DRWl

PDO APPROVAL

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION I N CASE OF DEVIATIONS MARKED U P PRINT SHALL B E SENT TO COASTAL DESIGN OFFICE

SHEET

:PRODUCTION STATION

WB AREA

pRw,ENG.

JB) JB) JB) JB) JB)

DES~IPTION

:

CABLE

NO. E - 2 7 0 1 TO E - 2 7 2 6

No

troleum Development Omen AREAIENGI CODE SECT

NIM

.

,

%RIAL NUMBER

~wEm~pRw~Dw/REv, CODE SIZE

5044 400 0Q


A

DESCRIPTION OF CABLE


NSTRUMENT LOOP D AGRAMS

PFFFRFNCF D

R

m

SGS INST. LOOP DIAGRAMS PART-I SGS INST. LOOP DIAGRAMS PART-II INST. SIGNAL DIAGRAMS GFS DCS INST. LOOP DIAGRAMS

:

: : :

NIM-5-5595-A3 NIM-5-5596-A3 NIM-5-5067-A3 NIM-5-5907


DESCRIPTION FRQ-656 flCA-252 flCA-252

REWSION/INOEX SHEET RMSION/INOM SHEET

\

014

IFRB-BSC

'EV 0

035

\

036

MAR.^^,

037

I \

REV D

REV F

REV G

REV H

029 030

031 032 DELETED 033

/

\ / APR 05

\ \ DELETFD

\

DRULRPE

1

REV

NOV.98

/

/ / / /

REV JUN'O1

015 JAN a 5

SPARE FRQ-087 FRQ-6M FRQ-653

SHEE

:


/

/

/

REV

-

N DEC 04

tI

I

7

NOlES/REFERENCE DRAWINGS

DAE

NUlOWD BY

PRQtENc

WATLRE

PDOu'movN

Petroleum Delmlopment Oman

I REV

a~)(o

DOIQ(BTKXI


.

R APR.05

Q JAN.05 QJu3-97

y!!

DATE

I OESCIIIWN

W.HQ

- -. ..

AX)

MASTER DRAWING REVlSlON

IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OF'FICE

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C3110606 PRO* NO.

PAIP00405

Dmd~pmdombn DID m .ar norma cmreruua - a n ,

YI

NIM 5 4 7 3 6 0 0 5 D Q 1 A i

Petroleum Development of Oman

To:

WPAI

Ann: Bachcha Ram Yadav

TMNSMIITTAL LETTER

No: PA!P00485/1W9PAI IPIBOINIIM Date:08/02/2011

W.BS No:

Project Title:

Nimr Sludge Pits System upgrade - FED & DD

Identification Number

PAIP004051PDOITR00098

Issue

Code

Short Description

Nos

2

Cause & Effect Diagrams

Codes: 1. Comments as Noted 2. Approved 3. Revised External

%For Final 10.Cancelled 11.For Information

5.For Construction 6.For Enquiry 7.For Purchase

Code

Nos.

A = Copy of the transmittal B = Full documentation

Number

Internal

Code

P = Print T = Reproducible 0 = Original

Nos.

Number

I Originator = OSEI44N

Additional Remarks:

I Yours Very Truly Sr. Khalid At-Maqbali. OSE22N Project Engineer

Petroleum Deve

internal Instruction Note Nirnr Sludge Pits Svstem Unrade-FEQBDQ

I-Please use BlackIBlue Ink pen to comments.

Document Transmittal J o b No:

PAIP00405

Transmittal No:PAIP00405/PDO/TRO0098

Title:

Nimr Sludge Pits System upgrade - FED & DD

Client Code: From:

PDO Bachcha Ram Yadav

Date:

05/02/2011

Name: Petroleum Development Oman LLC To: KHALlD AL-Maqbali OSE22N

We enclosed herewith the following documents for Original for Signature Please acknowledge by returning a copy of this transmittal dully signed Document No. Sr. No. 1 NIM-5-5005-00 1 _ _ _ _ _ NIM-5-5005-002 2 NIM-5-5005-007 3

Rev.#

B A A

Title Cause & Effect Diagrams Cause & Effect Diagrams Cause & Effect Diagrams

Copies

Remarks

-

/( ?\\

b

ternal Distribution: Project: Indraneel Dutta Process: Manisha Devghare Mechanical: Himanshu Desai Electrical: Shahaul Diwan Control & Automation: Prakash Thomas

Civil: Balaraj Reddy Pipeline: Mallesh Mallik Client: KHALID AL-Maqbali OSE22N Construction: N Procurement: N

Others :

Date ~ o Bachch v

r

l e Engineer ~ ~ m Yadav

dorlevParsons1CLIENT Copy

WPAVSDFl004BlO

v

Printed ~~:ABDuLAZIZ.ALFOURY. Based on Release notes:INST 00020. W n R T F V P A R P n N P A R ART A N 1'Nnl T S T R I F P 1V

Page 1 of I

E F F E C T

IN CASE OF DEVIATIONS

TO COASTAL DJBIGN OFFICE

W

CPI SEPARATORS

CPI SEPARATORS

Vol-1-2

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