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)

I 0 I Aug 2011 1 issued for Approval I / I I 1 I I 1

Approved by Rev.

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

C

canled out as to its suitablliiy and prior writtenau;hority of W P ~ JV b e ~ n g obtained. WPM JV accepts no respons~brlity or liability for the consequences of t h ~ s document 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 JV for all loss or darnage

Date

by

WPAl

Postal

Client PL

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

Description

E

Prepared Checked

M C&A

Nimr Sludge Pit System Upgrade . FEED, DD & Procurement PA1 P00405/SOW/903 Construction Scope of Work 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 I Receiver ............................................................................. 7

3.8 Culverts ................................................................................................................................................................... 8

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

.......................................................................................................... 4.0 MECHANICAL 8

General .............................................................................................................................................................. 8

Piping ....................................................................................................................................................................... 8

.............................................................................................. Pre-Fabrication and Installation of Piping; 9

.................................................................................................................................................... Tie-in schedule 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 PAIP00405/SOW1903 Construction Scope of Work of 20

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

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

5.4 EARTHING ........................................................................................................................................................... 11

5.5 LV SWITCHBOARD COMPONENTS ......................................................................................................... 12

5.6 WINPCS .................................................................................................................... 12

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

................................................................. 5.8 TIE-IN AND SHUTDOWN REQUIREMENTS 13

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

.............................................................................. 6.0 CONTROL & AUTOMATION 14

............................................................................... 7.0 PRE-COMMISSIONING & TESTING 15

............................................................................ 8.0 DRAWINGS AND DOCUMENTATION 15

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

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

9.0 CODES AND STANDARDS ....................................................................................... 15

9.1 Control & Automation ................................................................................................................................... 16

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

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

PAIIFTIOOIOIO WorleyParsons . Arabian Industries (JV)

Nirnr Sludge Pit System Upgrade . FEED, DD & Procurement PAIP00405/SOW1903 Construction Scope of Work 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 : 19

PAIIFT~OO~OIO Worleyparsons . Arabian industries (JV)

Nimr Sludge Pit System Upgrade - FEED, DD & Procurement PA1 P00405/SOW/903 Construction Scope of Work of 20

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 by PDO to go with option 2

The scope is as stated below:

To 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 by 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 wi th 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~ngs and 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

~~I IFT l001010 WorleyParsons - Arabian Industries (JV)

Nimr Sludge Pit System Upgrade - FEED, DD & Procurement PAIP00405/SOW/903 Construction Scope of Work 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

Modification / installation of existing fence and new gates Installation of new bench mark & wind sock

a 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

0 Construction of flange pits and collection pits 0 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

0 Construction of foundations for pipe supports, sleepers, platforms & Cross overs Construction of RCC drain pits Construction of flange pits and collection pits

a 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

a Construction of new culverts including earth filling a Necessary Earth work excavation and backfilling for foundations 0 Necessary checking at site for any discrepancies for the work involved before starting the

work

3.2 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.

PAllFTlOOl010 WorleyParsons - Arab~an lndustr~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.

PAIIFTIOOIOIO WorleyParsons - Arabian Industries (JV)


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 be 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

WorleyParsons - Arabian Industries (JV)


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.

* Pre-Fabrication and supply in accordance with the drawings listed in Document Control Index attached with Appendix-I and standards listed in Section 11.

0 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 SP-

1 173 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.

PAIIFTIOO~O/O WorleyParsons - Arabian Industries (JV)

Nimr Sludge Pit System Upgrade - FEED, DD & Procurement PA1 P00405lSOWl903 Construction Scope of Work 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 an 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 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).

o Installation of 41 5V Junction box 48-JB-001, Refer drg. NIM-4-6411-001.

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

o Sludge oil Transfer pump motors P-48357148358, Oxygen scavenger dosing pump P- 48359148360, 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

PAIIFTIOOI 010 WorleyParsons - Arab~an lndustr~es (JV)

Nimr Sludge Pit System Upgrade - FEED, DD & Procurement PA1 P00405/SOW1903 Construction Scope of Work of 20

5.3 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 P- 48357148358, 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-4-6421- 001-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.

PAIIFTIOO~O~O WorleyParsons - Arabian Industries (JV)

Nimr Sludge Pit System Upgrade - FEED, DD & Procurement PA1 P00405lSOW1903 Construction Scope of Work 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, pre- commissioning 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 PR- 1561 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:-

PAllFT/0010/0 WorleyParsons - Arabian Industries (JV)


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 be 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.

PA~~FTIOOIOIO WorleyParsons - Arab~an lndustr~es (JV)


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~an lndustr~es (JV)


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 62.10.08.1 1, 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 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 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)

Nimr Sludge Pit System Upgrade - FEED, DD & Procurement PA1 P00405/SOW1903 Construction Scope of Work of 20

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

9.1 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.

9.2 Mechanical Enqineerinq: PDO-ERD-26-02 Construction specification for Oil, Gas and utility Facilities

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 CRA pipe work (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.

SP - 1246 ( Part 1 to 5 ) Specification for Painting and coating for Oil & Gas Production 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 I Guide to civil & Buildinas standard drawinas 1


GU-629 GU-631

Guidelines for Application and Selection of Standard Pipe Supports Guide line for Sunshade - Spec, Design requirement & Std. dwgs.

Nimr Sludge Pit System Upgrade - FEED, DD & Procurement PA1 P00405lSOW1903 Construction Scope of Work of 20

/ Specification & criteria for Desiqn of Civil & Building works

SP-1187

1 Engineering Specification for Road works

- -

Specification for Application and Select~on of Standard Pipe Supports

SP-1284

SP-1297

/ DEP I Steel Structures

Specification for Siqn & Sign boards - Standard siqn catalogue

Specification for Civil & Building Construction- Excavation & Earthworks

34.13.20.31 DEP 34.1 9.20.31

34.28.00.31 INTERNATIONAL CODES & STANDARDS

Reinforced Concrete Structures

SHELL GROUP STANDARDS

ELECTRICAL ENGINEERING Standards and Specifications :

PDO-SP-1099 Electrical Installation Practice PDO-SP-1103 Electrical Engineering Guidelines AmendslSupplement to DEP 33.64.1 0.1 0 PDO-SP-1104 Electrical Safety Rules PDO-SP-1105 Electrical Standard Drawings list PDO-SP-1107 Electrical Protection systems PDO-SP-1108 Electrical Safety Operation Procedures PDO-SP-1109 Specification for Earthing and bonding. PDO-SP-1100 Specification for Testing & Commissioning of Electrical Equipment PDO-SP-1 171 Specification for Quality assurance of Design, Construction and

Engineering works DEP-33.64.10.10 Electrical Engineering Guidelines

DEP 34.00.01.30 DEP

BS 5950 BS 8110

DEP 63.10.08.1 1 Field Commissioning & Maintenance of Electrical Installations & Equipment.

Structural Design & Engineering

Road paving, surfacing, slope protection & Fencing

Structural Use of Steel Work in Building Structural Use of Concrete

PAI~FTIOO~OIO WorleyParsons - Arabian lndustr~es (JV)


APPENDIX - 1

DOCUMENT CONTROL INDEX

2 NIM-5-4737-DQ MTO for Installation Items A lnstrument Impulse lines & Electropneumatic Hook-

3 NIM-5-4738-DQ up. A 4 NIM-5-4739-DQ Instrument Name Plate A 5 NIM-5-4740-00 1 -DQ Instrument Location Layout A 6 NIM-5-4741-001-DQ Trenches of Instrument Cables A 7 NIM-5-4742-DQ ICTD Junction Box A 8 NIM-5-4743-DQ Instrument Eng. Data Sheets A 9 NIM-5-4744-DQ Trip & Alarm Settings A 10 NIM-5-4745-001 -DQ Instrument loop Diagram 0 11 NIM-5-5001-001-DQ Trenches of Instrument Cables A 12 NIM-5-5005-001 Cause & Effect Diagrams B 13 NIM-5-5005-002 Cause & Effect Diagrams A 14 NIM-5-5005-007 Cause & Effect Diagrams A 15 NIM-5-5014-001-DQ Instrument Location Layout A 16 NIM-5-5015-001-DQ Instrument Location Layout A 17 NIM-5-5016-001 -DQ Instrument Location Layout A 18 NIM-5-5016-002-DQ Instrument Location Layout A 19 NIM-5-5043-DQ ICTD Junction Box A 20 NIM-5-5044-DQ Inst. Cable Schedule A 21 NIM-5-5047-001-DQ Control Room Equipment Layout A 22 NIM-5-5065-DQ Trip & Alarm Settings A 23 NIM-5-5271-DQ Instrument Eng. Data Sheets A 24 NIM-5-5588-DQ SGS Functional Logic Diagram 0 25 NIM-5-5589-DQ ICTD Signal Distrubution Cabinet A 26 NIM-5-5591-DQ ICTD System Cable A 27 NIM-5-5594-DQ DCS loop Diagram A 28 NIM-5-5596-DQ SGS loop Diagram A 29 NIM-5-6079-DQ DCS Functional Logic Diagram 0


Nimr Sludge Pit System Upgrade - FEED, DD & Procurement PAIP00405lSOW1903 Construction Scope of Work of 20

30 NIM-5-6531-DQ Functional Logic Diagram-Sludge Pit 31 PAIP0040511015001 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 WorleyParsons - Arabian Industries (JV)

Nirnr Sludge Pit System Upgrade - FEED, DD & Procurement PA1 P00405/SOW/903 Construction Scope of Work of 20

APPENDIX - 2

MATERIALS LIST

~~I1FT1001010 WorleyParsons - Arab~an lndustrles (JV)

PAIP00405- Nimr Sludge Pit Up gradation

MTO- Electrical

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

WorleyParsons Arabian Industries JV Material Take Off

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

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

Page I 15. Prepared by .............. Checked by .............. Approved by .. . . . . . . . . .

Serial Number

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

2 1

22

2 3

24

25

Type

Power DB

Cable: LV

Cable: LV

Cable: LV

Cable: LV

Cable: LV

Cable: LV

Cable: LV

Cable: LV

Cable: LV

Cable: LV

Cable Joint

Cable Gland

Cable Gland

Cable Gland

Cable Gland

Cable Gland

Cable Gland

Cable Gland

Cable Gland

Cable Gland

Cable Gland

Lock Nut

Lock Nut

Lock Nut

Lock Nut

SAP #

1000047762

1000395309

1000047742

1000047741

1000047740

1000395303

1000047735

1000047763

1000047751

1000047738

1000754004

1000048326

1000048322

1000048321

1000048321

1000048320

1000048320

1000048320

1000048320

1000048320

1000048320

1000048282

1000048278

1000048277

1000048276

MESC #

68.44.14.459.1

- -

68.44.14.331 .I

68.44.14.309.1

68.44.14.307.1

- -

68.44.14.201.9

68.44.14.703.1

68.44.14.403.1

68.44.14.303.1

- - ~~~~~~~

68.80.58.744.1

68.80.58.736.1

68.80.58.734.1

68.80.58.734.1

68.80.58.732.1

68.80.58.732.1

68.80.58.732.1

68.80.58.732.1

68.80.58.732.1

68.80.58.732.1

68.80.58.090.9

68.80.58.076.9

68.80.58.072.9

68.80.58.068.9

WPAI Spec #

-- -

_ _ _ _ _ _ _ _ _

AVME #

4.15.1

4.1 5.1

4.1 5.1

4.15.1

4.1 5.1

4.15.1

4.15.1

4.15.1

4.15.1

4.15.1

4.16.1

Description

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

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

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

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

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


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


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

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

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

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

UOM

Each

Metre

Metre

Metre

Metre

Metre

Metre

Metre

Metre

Metre

Metre

Each

4.16.5

4.16.5

4.16.5

4.16.5

4.16.5

4.16.5

4.16.5

4.16.5

4.16.5

4.16.5

4.16.5

4.16.5

4.16.5

4.16.5

3

3

6

20

10

4

6

10

20

40

3

3

26

90

Quantity

1

1800

50

350

1400

150

50

300

600

300

100

8

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

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

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

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




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



Lock Nut suitable for M75 Gland




Rev. A

Rev. A

Rev. A

Rev. A

Rev. A

Rev. A

Rev. A

Rev. A

Rev. A

Rev. A

Rev. A

Rev. A

Rev. A

Rev. A

Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

Each

ppppp

Rev #

Rev. A

Rev. A

Rev. A

Rev. A

Rev. A

Rev. A

Rev. A

Rev. A

Rev. A

Rev. A

Rev. A

Rev. A

Additional Qty. to be Procured

Remarks

PAIP00405/RQ/40 1

500mtslDrum size

Cable shall be supplied in two lengths (700

------

mts) olny.

PVC Shroud

PVC Shroud

, Project Number: PAIP00405 WorleyParsons Arabian Industries JV Project Title: Nimr Sludge Pit System Upgrade WBS Number: NIM.IN.09.011 Material Take Off Disc:Electrical

PVC Shroud type-B suitable for M25 Gland I Each 1 26 1 Rev. A 1 I I

Serial Number

26

27

I

30 Earth Tag

Type

PVC Shroud

PVC Shroud

PVC Shroud type-A suitable for M20 Gland

Earth Tag suitable for M75 Gland I Each 1 3 r ~ i . A l

SAP #

1000048262

1000048258

Each

Earth Tag

Earth Tag

Earth Tag suitable for M32 Gland Each 3 Rev. A

Earth Tag suitable for M25 Gland Each 26 Rev. A

MESC #

68.80.56.924.9

68 80.56.916.9

9 0

1 33 1 Earth Tag Earth Tag suitable for M20 Gland Each 90 Rev. A

MTO R e d :A

Rev. A

Cable Lug t;kt-----

WPAl Spec #

-

Cable Lug suitable for 240 sq,mm Cable I Each 1 10 1 Rev. A 1 I I Cable Lug

Cable Lug

AVME #

4.16.5

4.16.5

Cable Lug suitable for 50 sq,mm Cable Each 10 Rev. A I Cable Lug suitable for 16 sq,mm Cable I Each 1 20 1 Rev. A 1 I I

Description

PVC Shroud type-F suitable for M75 Gland

PVC Shroud type-C suitable for M32 Gland

1 37 1 Cable Lug Cable Lug suitable for 10 sq,mm Cable Each 100 Rev. A

Cable Lug suitable for 6 sq,mm Cable Each 40 Rev. A

Cable Lug suitable for 2.5 sq,mm Cable Each 150 Rev. A

Electrical Insulation Tape Yellow, 6 MetreIRoll Roll 20 Rev. A

UOM

Each

Each

1 38 1 Cable Lug

Cable Lug

Cable Acces.

Total Quantity

3

3

1 41 1 Cable Acces. Pin type terminal blocks & Ferrules Pkt AIR Rev. A

Rev #

Rev. A

Rev. A

1 42 1 Trench Underground Cable Tiles size 1 OOOrrim x 240mm x 6mm thick Each 2700 Rev. A


Trench

Trench

Remarks

Underground Warning Tape 150mm width, 365mtslRoll I Metre 1 2700 1 Rev. A 1 I Plain Lead Strip Underground Cable Nos 19mm x l 6 m m x 300rnm Long, 11 MetrelRoll I Roll 1 10 1 Rev. A I I

Page 2 I 5 Prepared by .............. Checked by ... . . . . . . . . . . . Approved by

, Project Number: PAIP00405 WorleyParsons Arabian Industries JV WBS Number: NIM.IN.09.011 Material Take Off

I I I I I I I

Project Title: Nimr Sludge Pit System Upgrade Disc:Electrical

I I I :A MESC # Description I "OM I Rev# I Additional Qty.

Quantity to be Procured I I I

N R Rev. A 1 Remarks

I

20x20 Unistrut G.I. Slot Type 1 12 Metre Length 5 7 Other Each

5 8

- -

N R

N R M6 Spring Nut

Other Rev. A

Rev. A 59

6 0

- - 4.20.5

- -

Other

Other M25 PVC Gland Each N R

- -

- -

- -

I Rev. A

6 1

I I I

1Cx25 sq.mm YIG Earth Cable

4.20.5

- -

- -

Earthing Metre 200

1Cx70 sq.mm YIG Earth Cable 1 Metre 1 2800 1 Rev. A 1 I I

4.20.5

4.20.5

Rev. A

62

6 3

64

Branch Connector suitable for 70170 sq.mm I Each 1 10 1 Rev. A 1 I I

M6x30 Bolt (Bolt Head Half Round)

1000047626

Branch Connector suitable for 70125 sa.mm I Each 1 20 1 Rev. A 1 I I

Each

Earthing

Earthing

Earthing

68.14.07.382.1

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

4.17.1

1000047627

1000048060

1000048059

65 Earthing I Each 1 10 1 ~ e J 7

68.14.07.392.1

68.78.90.426.1

68.78.90.422.1

1 66 1 Earthing 1 1000780666 1 - - 1 1000780669 - -

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

Earth Boss I Each 1 20 1 Rev. A 1 I I 67

68 Electrical Insulation Tape Yellow, 6 MetrelRoll I Roll 1 2 1 Rev. A 1 I I

Each

I I I I I

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

Earthing

Earthing

20 Rev. A

1000047994

1000048555

69

68.77.02.126.9

68.85.12.419.1

Earth Inspection Pit, Steel housing & Cover

Extensible earth rod,Dia 15mm x LG 1220mm

Earthing

70

7 1

Each

Each

Coupling screw,p-bz outer thread for 15mm

Steel driving cap,hardened ,allow

1000048666

Earthing

Earthing Each

Each

96 -.

8

68.89.20.148.9 8

104

Rev. A

Rev. A 72

73

Rev. A

Rev. A 1000707169

1000707154

Tips, Hardened steel for 15mm driving tip

70 sq.mm two way through clamp

- -

- -

Earthing

Earthing

74

75

Each

Each

Branch connector 70170 sq.mm

l C x 70 sq.mm YIG Cable

Marconite

1000707153

1000707170

Earthing

Earthing

76

77 I Pocket 1 80 1 Rev. A - 1

- -

- - 8

8

Each

Metre

Rev. A

Rev. A 1000047990

1000048060

Earthing

Earthing

68.77.02.078.1

68.78.90.426.1 8

120

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

950mm x 50mm x 10mm thick copper bar

Rev. A

Rev. A 1000047627

- -

78

79

1 80 1 Earthing 1 1000062970 1 81.04.62.188.1 1

68.14.07.392.1

- -

Each

M 10 X 100mrn Long rawlbolt or equal

M I 0 x 40mm Lonq brass nut and bolt

Earthing

Earthing

M 10 Brass washer

3

Each

Each

8 1

82

I Each 1 60 1 Rev. A-[

Rev. A 1000045040

1000062976

67.28.36.1 88.1

81.26.25.112.1 6

6 0

Earthing

Earthing

Rev. A

Rev. A

25mm Dia galvanised line pipe

Cable Lugs 1Cx25 sq.mm Cable (YIG) I Each 1 60 1 Rev. A 1 I I

- -

1000524103

83

84 Cable Lugs 1 Cx70 sq.mm Cable (YIG)

Metre

I Each 1 6 1 Rev. A 1

81.78.06.160.1

74.13.08.026.1

Earthing

Earthing

4.17.1

4.17.1 1.5

Page 3 I 5. Prepared by .............. Checked by .............. Approved by

Rev. A

1000780666

1000780669

85

86

87

8 8

8 9

- -

- -

Earthing

Earthing

Earthing

Earthing

Earthing

4.17.1

4.17.1

1000069880

1000047993

1000973324

1000049087

1000048059

4.17.1

4.17.1

4.17.1

4.17.1

4.17.1

I

68.01.23.052.9

68.77.02.106.9

74.86.05.215.1

70.32.65.025.1

68.78.90.422.1

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

Flexible Braid Jumper Burndy Type BG-12

Burndy Type GK 1826 earth clamp

25mm Heavy gauge PVC Pipe

25mm Saddle

70125 sq.mm branch connector

Each

Each

Metre

Each

Each

16

8

4

8

8

Rev. A

Rev. A

Rev. A

Rev. A

Rev. A

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

I I I I I

Project Title: Nimr Sludge Pit System Upgrade WorleyParsons Arabian Industries JV - Material Take Off Disc:Electrical

:A AVME #

Serial I Number I Type I snpt l I MEsc #

4.17.1 1 1 cx25sq.mm YIG Earth cable I Metre 1 24 1 Rev. A 1 I I wPAl Spec #

90

9 1

Description

Earthing

Earthing 4.17.1

4.17.1

UOM

92

1000047626

1000047994 Earth Boss

M I 0 Carbon Steel Nut

4.17.1

Quantity

Earthing

9 3

94

68.14.07.382.1

68.77.02.126.9 Each

Each

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


4.17.1

Rev #

-

1000063796

Earthing

Earthing

9 5

96

97

16

16 81.41.17.018.1

Each

25mm Heavy Gauge PVC Pipe

4.17.1

4.17.1


Rev, A

Rev. A

1000973325

1000973324

Earthing

Earthing

Earthing 4.17.1

4.17.1

4.17.1 1 MI 0 carbon steel Nut

Remarks

50

50 68.77.02.106.1

74.86.05.21 5.1 Each

70125 sq.mm branch connector

25mm Saddle

9 8

9 9 I Each 1 50 1 Rev. A 1 I

Rev. A

1000048059

1000049087

1000047626 lCx25sq.mm YIG Earth cable

Earth Boss

2 5

68.78.90.422.1

70.32.65.025.1

68.14.07.382.1

Metre

Each

Earthing

Earthing

Rev. A

Each

Each

4.17.1

1 ~azardous area I~lectr ical Junction Box consists of 8 nos of 6 sq.mm terminal blocks, 8 nos of 2.5 sq.mml I

50

50

1000047994

1000063796

4.16.6

Rev. A

Rev. A

150

50 68.77.02.126.9

81.41.17.018.1

12mm Round MS Bar

Rev. A

Rev. A

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

4.16.6

Metre

4.19.9

Each

terminal blocks & 1x25 sq,mm + 3x2.5 sq.mm earth terminal blocks suitable for Hazardous area

110

111

50

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

4 19 5

4 19 9

Rev. A

1

Each

Lighting Pole

Lighting Pole

112

113

Each

L~ghtlng Pole Type-5 as Drg STD-4-0207-002

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

4.19.5

4.19.5 1 2 x 3 6 ~ Flourescent Light fittings, EEXe IP-55, normal type, Pole mounted I Each 1 2 1 Rev. A 1 I I

Rev. A

10

1000048607

Lighting

Lighting

114

PAIP004051RQ/402

Rev. A

8 - -

- - Each

Each

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

Rev. A

1090000515

1000326313

Lighting

4.1 1.7

2

8 - -

69.61 ..22.250.9 Each

115

1 116 1 RCU 1 1000046062 1 67.92.61.132.1 1

1090003156

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

4.1 1.3

Rev A

Rev A

16

- -

Socket Outlet

RCU

- -

Rev. A

Each

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

4.11.3

1000069601

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. 1 Each ( 2 1 Rev. A 1

1 - -

Each

4.20

Rev. A

118

119

2

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


4 20

4 20

4 20

1 122 1 Access 1 1000062976 1 81.26.25.112.1 1

Rev. A

Access

Access

120

121

Metre

I I Omm Heavy Gauge PVC Plpe

100mm x 50mm x 6mm MS Channel

Galvanlsed Cable Saddle, 20mm DIA

1 123 1 Access 1 1000062606 1 78.43.30.116.1 1

100005201 1

1000052014

Access

Access

4.20

4.20

Page 4 1 5 Prepared by .............. Checked by .............. Approved by

2 74086.05.345.9

74.86.05.570.9 Metre

Metre

Each

Rev. A

1000145612

1000542348

M I 0 x 100mm Expanding Bolt

6mm MS Plate, size 300mm x 300mm

2

8

16

78.47.31.053.1

- -

Rev A

Rev A

Rev A

Each

Each

8

4

Rev A

Rev A

Project Number: PAIP00405 WorlevParsons Arabian Industries JV Project Title: Nimr Sludge Pit System Upgrade

Page 5 1 5

- WBS Number: NIM.IN.09.011 Material Take Off Disc: Electrical

fvwe+ed :A

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

Serial Number

124

Type

Cathodic Protection

SAP # MESC #

- -

WPAl Spec # AVME # Description UOM

Set

Quantity

10


Rev #

Rev. A

Remarks


MTO- Pipeline

RSONS -ARABIAN INDUSTRIES JV I ~ o b l Project No: PAIP00405 Location/ Area: NSPS+NRPS Project Titile: NlMR SLUDGE PITS SYSTEMS UPGRADE-FEEDIDD Client Ref: C.OM.NIM.IN.09.011

I PDO Project Code: DQ [For Main proiect] Scope o f MTO : ON-PLOT/OFF-PLOT (Under 831.4 Code Break Limit)

I PIPE: SOUR, CS, BW, HFW CS.

1000671556 j NON-MESC, 'IRES BE IN IS0 3183-3 Gr. L290 1 5.6 mm WT. 150 1 3650 1 - 1 - I By PDO

I WITH DEP 31.40.20.37.GEN.. SOUR j (from Ex-stock) FOR AIG APPLICATIONS. 1

MTO Document No: NIM-3-2134-001-DQ

I

1000671556 1 NON MESC I I C

I

PIPE: SOUR, CS, BW, HFW. CS,

300# BARE, SHALL BE IN ACCORDANCE WITH DEP 31.40.20.37.GEN., SOUR

IS0 3183-3 Gr. L 290

. - - - -. - - - -

/FOR BIG APPLICATIONS. 1

CS BEVELLED ENDS. TO BE IN IS0 15590-2 Gr L290 5 6 m m W T / 300# ACORD WITH

31 40 21 30 GEN a REF SPEC

/ MTO Rev NoIDate: A I 17-JUL-2011 . . - . - - - -

1 I - I

1 By PDO

; i (from Ex-stock)

.- .-.J. . .L ---

1 /BRANCH FITTING IBROBJ: BRANCH / 1 I

WO.

.- - - - - .

OUTLETNYELDOLET, BW, CS, AS IS0 15590-2 Gr. L290

I W.T.5.6xSlO 1 i

PER DEP 31.40.21.3O.GEN 8 M I S SP 97 AND REF. SPEC,N FOR MORE (EQUIVALENT TO MSS SP 75 WPHY 42) (a1 ends)

DETAILS.

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

Material with Specification and Grade

' By PDO

Matertal Reqn. 8

Spec'n (MRS) document Number

NON-MESC.

NON-MESC.

NON-MESC.

-

SchE$F1

NON-MESC.

Line-Item Description

- . . - .

Size 2 S ~ ~ ~ ~ C

-- -

Size 1

FLANGE: CL 300#, WNRF SOUR, FORGED, BARE, SEAL FAC'E 3.2-6.4 IS0 15590-3 Gr. L290 RA, AS PER DEP.31.40.21~34 AND (EQUIVALENT TO ASTMA694 Gr. F42) REF. SPEC'N FOR MORE DETAILS.

$ ~ ~ ~ ~ ~ s

FLANGE: CL 3 0 ~ 1 , WNRF, SOUR, i i FORGED, BARE, SEAL FACE 3.2-6.4 IS0 15590-3 Gr. L290

3B R A AS PER DEP.31.40.21.34 AND (EQUIVALENT TO ASTM A694 G r F42J

3U. I 4 5 5 2 1 - REF. SPEC'N FOR MORE DETAILS.

I REF REO'N ISPEC 'N / 300# 1 150 1 1 4 j 4 / -

THERMAL EXPANSION RELIEF

REF REQ N &SPEC N

- . - . - . Qty. to De Oraered pate-21

Required

__I _. . _- - - Surpluss(+)

Less(-)

By PDO

_ . . . - . . -

Scope of Supply

j

RF, NACE MR- REF. REO'N & SPEC'N

j .- --

I

, _ . a - . _

NON-MESC.

With Contgy.

~ t y .

I 300# CONN, TO BE INSTALLED ON PIG

TRAP 8 PIPELINE. REF REQ'N 8 SPEC'N 300# I 150

I I

(48-Xl-2338.48-XI-2339,48-Xl-2340 &

Qty. Ordered before I

~ t y . In stock

By PDO

' By PDO

WORLEYPARSONS - ARABIAN INDUSTRIES J V

I JO~ I ~ r o i e c t NO: PAIP00405 I Locat ion1 Area: NSPS+NRPS SYSTEMS UPGRADE-FEEDIDD

11 1 PAlPO04051RQ16006 i NON-MESC - 1 1

C 4-

12 / PAlP00405lRQ/6006 / NON-MESC. / 300# &O:rOR#E ' gDx gG W ~ A ~ ~ ~ REF. REQ'N 8. SPEC'N

i I I 1 ! / I 3 I PAlPOO405IRQ16010 NON-MESC 300. JHDPE-LiNER 1 REF REQ'N 8. SPECN BY-VENDOR / 150 1 3615 ! 4280 I I -

4280 / - I : ' By Cont'r

! 1 16 / 1yE,"ip4:3 8138662731 / 31440 ]STUD BOLT WiTH NUTS (8 NO'sIJT) / ASTM A193-07MlA194-2HM / 300# / 0625 / 100 / 96 i 144 / - / 144 i -

ASTM A193-B7MlA194-2HM ... . . . . . . . . . . . . . . . . . . . . . . . . . . ........... -- - . . . . . . . . . .

ASTM A193-B7M/A194-2HM

I 1 19 1 1 8138663381 1 31440 STUD BOLT WITH NUTS (12 NO'sIJT) 1 ASTM AlI3-BIMIAl94-2HM 1 300# 1 075 160 24 36 1 I -

20 1 1m063500 / 8138663411 1 31440 ~ E ~ ~ ~ ~ L T MTH (12/ ASTMAl93-B7hVAl94-2HM (NOTE-4) 396 , 1 By Cont'r

Prepared by Checked by Approved by

Date Date Date

/ Revision details: I 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 - - - ~-

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

a f i i 4 u . . P Y -ask-. APPROWED FOR LXBYSTRUGTUON

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.

WORLEYPARSONS -ARABIAN INDUSTRIES JV l ~ o b l Proiect No: PAIP00405 I Location1 Area: NSPS+NRPS Project Titile: NlMR SLUDGE PITS SYSTEMS UPGRADE-FEEDIDD Client Ref: C.OM.NIM.IN.09.011

PDO Project Code: DO [For Main project]

( Scope of MTO : ON-PLOT/OFF-PLOT (Under 831.3 Code Break Limit) ~ M T O Document No: hlM-3-2135-001-DQ MTO Rev NolDate: A 117-JUL-2011

Material Reqn. 8 1 su specan (MRS) SAP I MESC Line-Item Description Material with Specificauon and Grade ''pBR:,',","" size 1 Sire 2

Required i No. document Number Q . Contgy. aty. / Piping in Stock

[hote.Zl 1 Less(-) I Scope of supply Class

Number I I

ASTM A106-B

ASTM A312-TP316L

/ 10 1000069003 7630661571 31440 /REDUCING TEE BW ASTM A234-WPB S40 x SBO 1 100 50 17 20 20

/ 11 1000074733 7630681891 31440 REDUCING TEE BW ASTM A234-WPB 540 . 540 ' 150 100 2 2 2

/ 12 PAIPO0406/RQ/6004 NON-MESC I JOOOd I CAP THREADED (FNPI) ASTMA182 F316, MSS SP 75 4 5 , 72 1 . 72 By Cont'r

/ 13 1000071043 7830672661 / 11440 /REDUCER ECC BW 1

ASTM A234-WPB S40 x SBO / 100 50 1 1 1 1

1 14 1000055288 7633705791 / 33421 ]REDUCER CONC.BW ASTM A403-WP316L 52 , By Contt

STM A1 02-F316

1 1'3 1000056463 7662783601 1 11440 /WELD NECK FLANGE RF ASTM A105 580 16 ' 19 19 By Con1 r

W O R L E Y P A R S O N S - A R A B I A N INDUSTRIES J V

I ~ o b l P r o j e c t N o : PAIP00405 / L o c a t i o n 1 Area : NSPS+NRPS I ~ r o i e c t T i t i l e : N l M R S L U D G E P I T S S Y S T E M S UPGRADE-FEEDIDD P D O P r o i e c t Code : D Q lFor Main ~ r o i e c t l 1 l ~ l i ~ n t Ref: C.OM.NiM.IN.09.011 Scope of M T O : ON-PLOT/OFF-PLOT ( U n d e r 831 .3 C o d e B r e a k L i m i t ) 1

/ 24 1000056487 7662785661 31440 /WELD NECK FLANGE RF ASTM A105 540 1 150 19 23 23 By Con! r

IMTO D o c u m e n t N o : h lM-3-2135-001-DQ M T O R e v h o l D a t e : A 1 17-JUL-2011

1 26 1000056198 7662111201 31440 BLIND FLANGE ASTM A105 300# 12 14 14

/ 28 1000059283 7688370501 , 31440 /SPECTACLEBLIND ASTM A516 60165!70 3001) 1 50 3 4 4

s u NO.

I / 29 1000059285 7686370541 / 31440 ]SPECTACLE BLIND ASTM A516-60165/70 /3001) I 100 2 2 L

SAP I MESC Number

Material Reqn. 8. Spec'n (MRS)

document Number

1 38 1000206503 6546030941 1501) /INSULATING GASKET GRE GI0 540 150# / 100 1 1 1

7713420081 / 13642 /CHECK VALVE FLCD Body ASTM A182-F551A690-6A ' Trim Super Duplex

1501) , 1 50 2 2 1

Appl'cable Piping Class

. .

By Conl'r

Line-Item Descnption

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

Material with Specification and Grade

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

S c ~ ~ " b ; ~ ~ ~ . . . .

Size 1

. . .

Size 2

.

Required Y

. . - . .

W'th Contgy. MY.

. . .

Qty. Ordered before

in Stock

~ t y t o o r O<aercd Surpluss'*'

[N~[e-21 Less(-) Scope of S ~ p p l y

PIPELINE BULK MATERIAL TAKE OFF (MTO) - SUMMARY [FINAL]

WORLEYPARSONS -ARABIAN INDUSTRIES JV Job1 Project No PAIP00405 I Locatlonl Area NSPS+NRPS Project T ~ t ~ l e NlMR SLUDGE PITS SYSTEMS UPGRADE-FEEDIDD PDO Project Code DQ [For Maln project]

Cllent Ref C OM NIM IN 09 011 1 Scope of MTO ON-PLOT/OFF-PLOT (Under 631 3 Code Break Llmlt)

Prepared by:

Date:

Checked by :

Date:

Approved b y :

Date:

I Rev is iu d e t a l : 1 The Revised l i n r i t n i including uC?~mt i ty to be Orderedddare indicated i n ITALIC BOLD BLUE FONTS with YELLOW Highlight ( Y N 1 1 , 1 & 1 4 , 1 ~ 1 7 , 2 1 . 1 ~ 1 ~ 4 ~ 4 8 d 11) as pii ofRer.A. I 11. Ptpe Quantity's are in meters and for all other item's Quantity's are i n numbers

/ APPROFED FOR CONSBRUGBION 1 Gj I

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


MTO- C&A

JOB No.:PAIP00405 MTO FOR NlMR SLUDGE PITS SYSTEM UPGR '

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


MTO- Mechanical

Job Number : PAIP00405

Job Title : Nimr Sludge Pits System upgrade - FED & DD

Area : NlMR

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

MTO Rev. No. : A

Contigency Status: Final Date: 30-MAY-1 1

Sr.No. SAPIReq. Numbc MESC Numbt Class Item Description Material ScheduleMT Rating Size 1 Size 2 Required Quantity Quantity with Contingen Stock Quantil Total Requisition Quant Material t o be Procun Surplus Material

7413080181 1801 1 Pipe

741 3080281 1801 1 Pipe

7430030201 31440 Pipe

743003071 1 31440 Pipe

7430031 091 11 440 Pipe

7430031491 11440 Pipe

74300321 I I 31 440): Pipe

7430050281 11412 Pipe

7430053731 11412 Pipe

7436330181 3341 1 Pipe

7436330261 3341 1 Pipe

7436330331 33421 Pipe

7436330571 1341 1 Pipe

7606280161 1801 1 Coupling Thrd

7606390081 1801 1 Elbow 90 Deg Thrd

7606660081 1801 1 Plug Npt

7606850341 1801 1 Tee Reducing Thrd

7606910161 1801 1 Union Thrd

7629461921 11412 Reducer Conc.Bw

7630346081 31440): Elbow 45 Deg Bw

7630346651 31440): Elbow 45 Deg Bw

7630405741 11412 Elbow 90 Deg Bw

7630425721 31440): Elbow 90 Deg Bw

7630426081 31440 Elbow 90 D-egBw

7630426281 11440 Elbow 90 Deg Bw

7630426451 11440 Elbow 90 Deg Bw

7630426651 31440): Elbow 90 Deg Bw

7630662371 11440 Reducer Conc.Bw

7630663051 31440X Reducer Conc.Bw

763067141 1 31440 Reducer Ecc.Bw

7630671931 31440 Reducer Ecc Bw

7630816081 31440 Equal Tee Bw

7630816281 11440 Equal Tee Bw

7630816451 11440 Equal Tee Bw

7630816651 31440): Equal Tee Bw

7630881571 11440 Tee Reducing Bw

7630881 891 314403 Tee Reducing Bw

API 5L-B (galvanised)

API 5L-B (galvanised)

ASTM A1 06-B

ASTM A1 06-B

ASTM A1 06-6

ASTM A1 06-6

ASTM A106-B

ASTM A1 06-6

ASTM A1 06-B

ASTM A312-TP316L

ASTM A312-TP316L

ASTM A312-TP316L

ASTM A312-TP316L

ASTM A234-WPB (galvanised)





ASTM A234-WPB

ASTM A234-WPB

ASTM A234-WPB

ASTM A234-WPB

ASTM A234-WPB

ASTM A234-WPB

ASTM A234-WPB

ASTM A234-WPB

ASTM A234-WPB

ASTM A234-WPB

ASTM A234-WPB

ASTM A234-WPB

ASTM A234-WPB

ASTM A234-WPB

ASTM A234-WPB

ASTM A234-WPB

ASTM A234-WPB

ASTM A234-WPB

ASTM A234-WPB

38 1000055078 7633412861 33421 Elbow 90 Deg Bw ASTM A403-WP316L

39 1000055079 7633412961 33411 Elbow 90 Deg Bw ASTM A403-WP316L

40 1000055085 7633413341 1341 1 Elbow 90 Deg Bw ASTM A403-WP316L

41 1000055295 7633706341 33421 Reducer Conc.Bw ASTM A403-WP316L

42 1000055560 7633856181 3341 1 Tee Reducing Bw ASTM A403-WP316L

43 10000561 81 76621 10701 11440 Blind Flange ASTM A1 05

44 1000056182 76621 10721 11440 Blind Flange ASTM A1 05


46 1000056198 76621 11201 31440) Blind Flange ASTM A1 05

47 1000056200 76621 11241 31440) Blind Flange ASTM A1 05


49 1000056309 7662203201 314403 Lap Joint Flange ASTM A105

50 1000056452 7662783141 11440 Weld Neck Rf Flange ASTM A105




54 1000056487 7662785661 31440) Weld Neck Rf Flange ASTM A105

55 1000056500 76627861 01 31440J Weld Neck Rf Flange ASTM A1 05


57 1000056994 7665104121 3341 1 Blind Flange ASTM A1 82-F316

58 1000056995 7665104141 3341 1 Blind Flange ASTM A1 82-F316

59 10000571 18 7665792101 1341 1 Weld Neck Rf Flange ASTM A182-F316

60 1000057141 7665794061 33421 Weld Neck Rf Flange ASTM A1 82-F316

61 1000057143 7665794101 33421 Weld Neck Rf Flange ASTM Al82-F316

62 1000057154 7665804021 3341 1 Weld Neck Rf Flange ASTM A182-F316

63 10000571 55 7665804041 3341 1 Weld Neck Rf Flange ASTM A1 82-F316

64 1000057461 767901 0641 31 440) Branch Outlet Bw ASTM A1 05

65 1000058020 768037121 1 31440X Branch Fitting Flgd ASTM A105

66 10001 73022 7683385621 31440) Thermowell ASTM 8564 UNS NO4400

67 10000721 95 7688370101 11440 Spectacle Blind ASTM A516-60165R0

68 1000070269 7688370141 11440 Spectacle Blind ASTM A516-60165170

69 1000071 500 7688370201 11440 Spectacle Blind ASTM A51 6-60165170

70 1000059283 7688370501 31440) Spectacle Blind ASTM A516-60/65/70

71 1000059285 7688370541 31440) Spectacle Blind ASTM A516-60165170

72 1000059286 7688370561 31440) Spectacle Blind ASTM A516-60165170

73 7700250081 11440 Ball Valve RB Flgd Body: ASTM A105IA216-WCBNVCC Trim: AlSl 316. PTFE

74 7700250101 11440 Ball Valve RB Flgd. Body: ASTM A1051A216-WCBNVCC Trim AlSl316. PTFE

75 7700250121 11440 Ball Valve RB Flgd. Body: ASTM A105lA216-WCBNVCC Trim: AlSl 316, PTFE

76 RQl3008 NON MESC 31440) Ball Valve 14313 RB F Body: ASTM A182 F55 UNS N32760lA995 Grade 6A T r~m- SDSS. PTFE

77 7703260081 1341 1 Ball Valve RB Flgd. Body: ASTM A182-F316/A351-CF8M Trim: AlSl 316, PTFE

78 RQl3008 NON MESC 11440) Ball Valve RB Flgd. Body: ASTM A182 F55 UNS N32760lA995 Grade 6A T r~m- SDSS. PTFE

79 RQl3008 NON MESC 31440X Ball Valve 14313 RE F Body: ASTM A182 F55 UNS N32760lA995 Grade 6A T r ~ m SDSS. PTFE

S40S

S40S

SlOS

SlOSx SlOS

S4OSx S40S

150#

1 SO#

150#

300#

300#

300#

300#

S40 150#

S80 150#

S80 150#

S 40 300#

S 40 300#

S 80 300#

S160 300#

300#

300#

SlOS 150#

SIOS 300#

SlOS 300#

5405 300#

S40S 300#

S 40 x S 80

S 160 300#

150# I 250C

150#

1 50#

150#

300#

300#

300#

150#

150#

150#

300#

150#

150#

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

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

86 1090000348 7710050081 11440 Check Valve Flgd Body: ASTM A1051A216-WCBNVCC Trim: AlSl 316, Stellite 6

87 77131 93541 3341 1 Check Valve Flgd Body: ASTM A182-F3161A351-CF8M Trim: AlSl 316, Stellite 6

88 RQ13005 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

9 1 7730053531 31440X Globe Valve Flgd Body: ASTM A182 F55 UNS N327601A995 Grade 6A Trim: SDSS. PTFE

92 1000063033 813861 1551 3341 1 Stud Bolt with Nuts , ASTM A193-B7/A194-2H

93 1000063047 81 38612691 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 ASTM A193-B7M/A194-2HM

96 1000063473 8138662731 11440 Stud Bolt with Nuts ASTM A193-B7M/A194-2HM

97 1000063474 8138662741 31440)1 Stud Bolt with Nuts ASTM A193-B7MlA194-2HM

98 1000063477 81 38662781 31440) Stud Bolt with Nuts ASTM A1 93-B7MIA194-2HM

99 1000063494 81 38663351 31440) Stud Bolt with Nuts ASTM A1 93-B7MlA194-2HM

100 1000063496 8138663371 31440) Stud Bolt with Nuts ASTM A1 93-B7MlA194-2HM

101 81 38663401 31440) Stud Bolt with Nuts ASTM A1 93-B7MlA194-2HM

102 1000064370 8541363141 13411 Gasket Spiral Wound AlSl 316, graphite filled CS centring-ISS inner ring




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 8541 364041 31440) Gasket Spiral Wound AlSl 31 6, 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 filled CS centring-ISS inner ring

11 1 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

114 RQ13002 NON MESC 31440) Basket Strainer Body: ASTM A105lA216-WCBNVCC Internal glass flake coating Trim: 25% Cr Duplex

11 5 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 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

+ 4 Index Doc. No.: Phase: DD

Report printed on: September 6, 2011 9:24 AM Page 1 of 7

Item# 1 2 3 4 5 6

Discipline Code: Civil Document No

NIM-1-2635-200-DQ NIM-2-0992-00 1-DQ NIM-2-184 1-00 1 -DQ NIM-2- 1 84 1 -002-DQ NIM-2-184 1 -003-DQ NIM-2-184 1 -004-DQ

Curredt ~dvis ion Detail

7 8 9 10 1 1 12 13 14 15 16 17 18 19 20 2 1 22 23 24

25 26 27 28 29

Rev# A A A A A A -

Rev# 0 0 0 0

0 0 ---

b I

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0

NIM-2-184 1 -005-DQ NIM-2-1842-00 1-DQ NIM-2-1842-002-DQ NIM-2-1842-003-DQ NIM-2- 1 842-004-DQ NIM-2-1842-005-DQ NIM-2-1842-006-DQ NIM-2-1842-007-DQ NIM-2-1842-008-DQ NIM-2-1842-009-DQ NIM-2- 1842-0 10-DQ NIM-2- 1 842-0 1 1 -DQ NIM-2- 1 842-0 12-DQ NIM-2- 1 842-0 13-DQ NIM-2- 1842-0 14-DQ NIM-2- 1842-0 15-DQ NIM-2- 1 842-0 16-DQ NIM-2- 1842-0 17-DQ

NIM-2-1842-0 18-DQ NIM-2-1842-020-DQ NIM-2-1842-02 1-DQ NIM-2- 1842-022-DQ NIM-2-1842-023-DQ

Size A4 A 1 A3 A3 A3 A3

' Date: 27-FEB-11 27-FEB-11 27-FEB-11 27-FEB-11 27-FEB-11 27-FEB- 1 1

Earlier Revision Date:

26-FEB-11 26-FEB-11 26-FEB-11 26-FEB- 1 1 26-FEB-11 26-FEB-11

Description: Drawing Control Lndex FOUNDATION LOCATION PLAN GENERAL NOTES - CONCRETE GENERAL NOTES - STEEL TYPICAL STAIR AND HANDRAILING TYPIC& GRATING AND TREAD DETAILS

Status: AFC AFC AFC AFC AFC AFC

Detail Status:

IFC IFC IFC IFC IFC IFC

26-FEB- 1 1 26-FEB-11 26-FEB-11 26-FEB- 1 1 26-FEB-11 26-FEB-11 26-FEB-11 26-FEB-11 26-FEB-11 26-FEB-11

pppp

26-FEB- 1 1 26-FEB-11 26-FEB-11 26-FEB-11 26-FEB- 1 1 26-FEB-11 26-FEB-11 26-FEB-11

26-FEB-11 26-FEB- 1 1

26-FEB-11 26-FEB-11 26-FEB- 1 1

IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IF C IFC IFC IFC IFC P C IFC IFC

IFC IFC IF C IF C IFC

A3 A3 A3 A3 A4 A3 A3 A4 A3 A3 A4

~ J - F E B - ~ 1 27-FEB-11 27-FEB-11 ~ ~ - F E B - I 1

27-FEB-11 27-FEB-11 27;-FEB-11 27-FEB- 1 1 27-FEB-11 27-FEB-11 27-FEB-11

AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC

A3 A3 A3 A3 A3 A3 A3

A3 A3 A4 A3 A4

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

A A A A A A A A A A -

PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS PIPE SUPPORTS -'U' BOLT

PIPE SUPPORTS - PIPE GUIDE DETAILS

BBS A A A A A A A A

A -

27-FEB-11 27-FEB-11 27-FEB-11 27-FEB- 1 1 27-FEB-11 27-FEB-11 27-FEB- 1 1

27-FEB- 1 1 PIPE SUPPORTS-SLEEPER DETAILS BBS PIPE SUPPORTS-SLEEPER DETAILS BBS

AFC AFC AFC AFC AFC AFC AFC

AFC 27-FEB-11 27-FEB- 1 1 27-FEB-11 27-FEB-11

A A A A

AFC AFC AFC AFC


Job No. : PAP00405

~ o b Title : Nirnr Sludge Pits System upgrade - FED & DD

Index Doc. No.:

Phase: DD

Report printed on: September 6,201 1 9:24 AM Page 2 of 7

Item# 30 3 1 32 33 34 35 36 37 3 8 39 40 4 1 42 43 44 45 46 47


NIM-2-1842-024-DQ NIM-2- 1842-025-DQ NIM-2- 1842-026-DQ NIM-2-1842-027-DQ NIM-2-1842-028-DQ NIM-2-1842-029-DQ NIM-2- 1842-030-DQ NIM-2- 1842-03 1 -DQ NIM-2- 1 842-032-DQ NIM-2-1842-033-DQ NIM-2- 1842-034-DQ NIM-2- 1 842-035-DQ NIM-2- 1842-03 6-DQ NIM-2-1842-037-DQ NIM-2- 1842-03 8-DQ NIM-2-1842-039-DQ NIM-2- 1 842-040-DQ NIM-2- 1842-04 1-DQ

Rev# A A A A A A A

A A A A A A A A A A A

48 49 50 5 1 52 53

54 55 56 57 58

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

Size A3 A4 A3 A4 A3 A3 A3 A4

A3 A3 A3 A4 A3 A3 A3 A3 A4

Current Revision Date:

27-FEB-11 27-FEB-11 ~?-FEB-I 1 27-FEB-11 27-FEB-11 27-FEB-11 27-FEB-11 27-FEB-11 27-FEB-11 27-FEB-11 27-FEB-11 27-FEB- 1 1 27-FEB- 1 1 27-FEB-11 27-FEB- 1 1 27-FEB-11 27-FEB-11 27-FEB-11

0 0 0 0 0 0

0 0 0 0 0

NIM-2- 1842-042-DQ NIM-2-1842-043-DQ NIM-2- 1842-044-DQ NIM-2- 1842-045-DQ NIM-2- 1842-046-DQ NIM-2- 1 842-047-DQ

NIM-2-1842-048-DQ NIM-2- 1 842-049-DQ NIM-2-1842-050-DQ NIM-2-1842-05 1-DQ NIM-2-1842-052-DQ

Description: PIPE SUPPORTS-SLEEPER DETAILS BBS PIPE SUPPORTS-SLEEPER DETAILS BBS

PIPE SUPPORTS (LAUNCHER) INDEX SHEET PIPE SUPPORTS PIPE SUPPORTS-FOUNDATION DETAILS BBS 7-

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

Detail Status:

AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC


26-FEB-11 26-FEB- 1 1 26-FEB-11 26-FEB-11 26-FEB-11 26-FEB- 1 1 26-FEB- 1 1

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

Detail Status:

IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC

26-FEB-11 26-FEB-11 26-FEB-11 26-FEB-11 26-FEB- 1 1 26-FEB- 1 1 26-FEB-11 26-FEB- 1 1 26-FEB-11 26-FEB- 1 1 26-FEB- 1 1

A3 A3 A3 A3 A4 A3

A3 A3 A4 A3 A3


IFC IFC IFC IFC IFC

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

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

27-FEB-11 27-FEB-11 27-FEB-11 27-FEB- 1 1 27-FEB-11 27-FEB-11

27-FEB- 1 1 27-FEB-11

pppp

27-FEB-11 27-FEB-11 27-FEB-11

A A A A A A

A A A A A

AFC AFC AFC AFC AFC AFC

AFC AFC AFC AFC AFC



Job No. : PAP00405

J O ~ Title : Nirnr Sludge Pits System upgrade - FED & DD

Index Doc. No.:

Phase: DD


Item# 59 60 6 1 62 63 64 65 66 67 68 69 70 7 1

72 73 74 75 76 77 78 79 80 8 1 82 83 84 85 86


NIM-2-1842-053-DQ NIM-2- 1842-054-DQ NIM-2- 1842-055-DQ NIM-2- 1842-056-DQ NIM-2- 1842-057-DQ NIM-2- 1842-058-DQ NIM-2- 1842-059-DQ NIM-2- 1842-060-DQ NIM-2- 1842-06 1-DQ NIM-2- 1 842-062-DQ NIM-2-1842-063-DQ NIM-2-1842-064-DQ NIM-2- 1842-065-DQ

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

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

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

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


27-FEB-11 27.FEB-1 l 27-FEB- 1 1 27-FEB-11 27-FEB- 1 1 27dFEB- 1 1 27-FEB-11 27iFEB-l 1 ~ ~ L F E B - ~ 1 27-FEB-11 27-FEB- 1 1 ~ ~ A F E B - ~ 1 27-FEB-11

27:FEB-11 27-FEB- 1 1 27-FEB- 1 1 27-FEB-11 27-FEB-11 27jFEB-11 27iFEB-1 1 27iFEB-11 27;FEB-11 2 7 1 ~ ~ ~ - 1 1 27-FEB-11 27-FEB-11 27-FEB- 1 1 27-FEB-11 27-FEB-11

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

Detail Status:

AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC

AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC


26-FEB-11 26-FEB- 1 1 26-FEB-11 26-FEB- 1 1 26-FEB- 1 1 26-FEB-11 26-FEB- 1 1 26-FEB-11 26-FEB-11 26-FEB- 1 1 26-FEB- 1 1 26-FEB- 1 1 26-FEB-11

26-FEB-11 26-FEB-11 26-FEB-11 26-FEB- 1 1 26-FEB- 1 1 26-FEB- 1 1 26-FEB-11 26-FEB-11 26-FEB- 1 1 26-FEB-11 26-FEB- 1 1 26-FEB-11 26-FEB-11 26-FEB-11 26-FEB- 1 1

Detail Status:

IFC IFC IFC IFC IF C IFC IFC IFC IFC IFC IFC IFC IFC

IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC


Client : Petroleum Development Oman LLC (PDO) Index DOC. NO.: Job No. : PAP00405 Job Title : Nimr Sludge Pits System upgrade - FED & DD

Phase: DD

Report printed on: September 6, 201 1 9:24 AM Page 4 of 7

Item# 87 88 89 90 9 1 92


NIM-2-1844-0 10-DQ NIM-2- 1 844-0 1 1 -DQ NIM-2-1844-0 12-DQ NIM-2- 1844-0 13-DQ NIM-2-1844-0 14-DQ NIM-2- 1845-00 1 -DQ

Rev# A A A A A A

93 94

95 96 97

98 99 100

10 1 102 103

104 105 106 107 108 109 1 10 11 1

Rev# 0 0 0 0 0 0

Size A 1 A3 A4 A3 A4 A1


27-FEB-11 27-FEB- 1 1 2 7 1 ~ ~ ~ - 1 1 27-FEB-11 27-FEB- 1 1 27-FEB-11

0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0 0 0

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

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

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

NIM-2- 1845-0 10-DQ NIM-2-1845-011-DQ NIM-2-1845-0 12-DQ

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

Description: STRUCTURAL STEEL DETAILS PLATFORM MK'D P 1 &P2 CIVIL DETAILS FOUNDATION DETAILS MK'D PF1 BBS CIVIL DETAILS STAIR FOUNDATION MK'D SF 1 BBS CONCRETE STRUCTURE G.A. & REINFT. DET'S. FOR ROP CULVERT No. 5

Detail Status:

AFC AFC AFC AFC AFC AFC


26-FEB-11 26-FEB-11 26-FEB- 1 1 26-FEB-11 26-FEB-11 26-FEB-11

pp

Detail Status:


26-FEB-11 26-FEB-11

26-FEB- 1 1 26-FEB- 1 1 26-FEB-11

26-FEB- 1 1 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-11 26-FEB- 1 1 26-FEB-11 26-FEB-11 26-FEB-11

A4 A1

A4 A 1 A1

A4 A1 A1

A4 A1 A1

A4 A3 A 1 A1 A 1 A1 A1 A1

IFC IF C

IFC IFC IFC

IFC IFC IFC

IFC IFC IFC

IFC IFC IFC IFC IFC IFC IF C IFC

BBS CONCRETE STRUCTURE G.A. & REINFT. DET'S. FOR ROP CULVERT No.2A BBS LAYOUT G.A. OF CULVERT NO. 1 CONCRETE STRUCTURE G.A. & REINFT. DET'S. FOR ROP CULVERT No. 1 BBS LAYOUTG.A.OFCULVERTNo.2 CONCRETE STRUCTURE G.A. & REINFT. DET'S. FOR ROP CULVERT No.2 BBS LAYOUTG.A.OFCULVERTNo.3&4 CONCRETE STRUCTURE G.A. & REINFT. DET'S. FOR ROP CULVERT No.3 & 4. BBS CIVIL DETAILS BENCH MARK DETAILS MK'D BM 1 CIVIL DETAILS WINDSOCK DETAILS FOUNDATION LAYOUT FOUNDATION LAYOUT

27-FEB- 1 1 27;FEB-11

27-FEB-11 27-FEB- 1 1 ~ ~ L F E B - ~ 1

I

2 7 1 ~ ~ ~ - 1 1 27-FEB-11 27-FEB- 1 1

27iFEB-11 27-FEB-11 27-FEB-11

27-FEB-11 27-FEB-11 27-FEB- 1 1 27-FEB- 1 1 27-FEB-11

A A

A A A

A A A

A A A

A A A A -

A

AFC AFC

AFC AFC AFC

AFC AFC AFC

AFC AFC AFC

AFC AFC AFC

AFC --

AFC FOUNDATION LAYOUT FOUNDATION LAYOUT FOUNDATION LAYOUT

A A A

27-FEB- 1 1 27-FEB-11 27-FEB- 1 1

AFC AFC AFC



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

Index Doc. No.:

Phase: DD

Report printed on: September 6 , 201 1 9:24 AM Page 5 of 7

Item# 112 113 1 14 1 15 1 16 1 17 1 18 1 19


NIM-2-5771-001-DQ NIM-2-5771-002-DQ NIM-2-5771-003-DQ NIM-2-577 1 -004-DQ NIM-2-577 1 -005-DQ NIM-2-577 1 -006-DQ NIM-2-5772-00 1-DQ NIM-2-5772-002-DQ

Size A3 A3 A3 A3 A3 A3 A3 A3

Rev# A A A A A A A A

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

Rev# 0 0 0 0 0 0 0 0

120 12 1 122 123 124 125 126 127 128 129 130 13 1 132 133 134 135

136 13 7 13 8 139 140


27-FEB-11 27-FEB-11 27-FEB-11 27-FEB-l l 27-FEB-11 27-FEB-11 27-FEB-11 27-FEB-11

0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NIM-2-5772-003-DQ NIM-2-5772-004-DQ NIM-2-5772-005-DQ NIM-2-5772-006-DQ NIM-2-5772-007-DQ NIM-2-5772-008-DQ NIM-2-5772-009-DQ NIM-2-5772-010-DQ NIM-2-5772-0 1 1 -DQ NIM-2-5772-0 12-DQ NIM-2-5772-0 13-DQ NIM-2-5772-0 14-DQ NIM-2-5772-0 15-DQ NIM-2-5772-0 16-DQ NIM-2-5772-0 17-DQ NIM-2-5772-0 18-DQ

NIM-2-5772-019-DQ NIM-2-5772-020-DQ NIM-2-5772-02 1 -DQ NIM-2-5772-022-DQ NIM-2-5772-023-DQ

Detail Status:

AFC AFC AFC AFC AFC AFC AFC AFC


26-FEB-11 26-FEB- 1 1 26-FEB-11 26-FEB-11 26-FEB-11 26-FEB- 1 l 26-FEB- 1 1 26-FEB- 1 1

Detail Status:

IFC IFC IFC IFC IFC IFC IFC IFC

26-FEB- 1 1 26-FEB-11 26-FEB- 1 1 26-FEB- 1 1 26-FEB- 1 1 26-FEB-11 26-FEB-I1 26-FEB- 1 1 26-FEB- 1 1 26-FEB- 1 1 26-FEB-11 26-FEB- 1 1 26-FEB- 1 1 26-FEB- 1 1 26-FEB- I1 26-FEB- 1 1

26-FEB-11 26-FEB-11 26-FEB- 1 1 26-FEB- 1 1 26-FEB- 1 1

A3 A3 A4 A3 A3 A3 A3 A3 A4 A3 A3 A3 A3 A3 A3 A4

A3 A3 A3 A3 A3

27-FEB-ll- 2 7 i ~ ~ ~ - l l 27-FEB- I1 27-FEB-11 27-FEB-11 27-FEB-11 27-FEB-11 27-FEB-11 27-FEB-11 27-FEB-11 27-FEB- 1 1 27-FEB-11 27-FEB-11 27-FEB-11 27-FEB-11 27-FEB-11

27-FEB- 1 1 27-FEB-11 27-FEB-11 27-FEB-11

27-FEB-11

IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC


AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC

AFC AFC AFC AFC AFC

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

A A A A A A A A A A A A A A A A

A A A A

A



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

Index Doc. No.:

Phase: DD


Item# 14 1 142 143 144 145 146 147


NIM-2-5772-024-DQ NIM-2-5772-025-DQ NIM-2-5772-026-DQ NIM-2-5772-027-DQ NIM-2-5772-028-DQ NIM-2-5772-029-DQ NIM-2-5772-030-DQ

Rev# A A A A A A A pp

148 149 150 15 1 152 153 154 155 156 157 158 159 160 16 1 162 163 164

165 166 167 168 169

Rev# 0 0 0 0 0 0 0

Size A3 A4 A3 A4 A3 A4 A3


27-FEB-11 27-FEB-11 27-FEB- 1 1 27-FEB- 1 1 27-FEB- 1 1 27-FEB-11 27-FEB-11

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NIM-2-5772-03 1-DQ NIM-2-5772-032-DQ NIM-2-5772-033-DQ NIM-2-5772-034-DQ NIM-2-5772-035-DQ NIM-2-5772-036-DQ NIM-2-5772-037-DQ NIM-2-5772-038-DQ NIM-2-5772-039-DQ NIM-2-5772-040-DQ NIM-2-5772-04 1 -DQ NIM-2-5772-042-DQ NIM-2-5772-043-DQ NIM-2-5772-044-DQ NIM-2-5772-045-DQ NIM-2-5772-046-DQ NIM-2-5772-047-DQ

NIM-2-5772-048-DQ NIM-2-5772-049-DQ NIM-2-5772-050-DQ NIM-2-5772-05 1-DQ NTM-2-5772-052-DQ

Description: PIPE SUPPORTS-SLEEPER DETAILS BBS PIPE SUPPORTS-SLEEPER DETAILS BBS PIPE SUPPORTS-SLEEPER DETAILS BBS PIPE SUPPORTS-SLEEPER DETAILS

Detail Status:

AFC AFC AFC

AFDD AFC AFC AFC


26-FEB-11 26-FEB- 1 1 26-FEB-11 26-FEB-11 26-FEB- 1 1 26-FEB-11 26-FEB- 1 1

Detail Status:

IFC IFC IFC IFC IFC SFC

IFC 26-FEB-11 26-FEB-11 26-FEB- 1 1 26-FEB-11 26-FEB-11 26-FEB-11 26-FEB-11 26-FEB- 1 1 26-FEB-11 26-FEB- 1 1 26-FEE-1 1 26-FEB-11 26-FEB-11 26-FEB- 1 1 26-FEB- 1 1 26-FEB-11 26-FEB-11 26-FEB-11 26-FEB-11 26-FEB- 1 1 26-FEB- 1 1 26-FEB- 1 1

A4 A3 A3 A3 A4 A3 A3 A4 A3 A3 A4 A3 A3 A4 A3 A3 A3

A3 A3 A4 A3 A3

IFC IFC IFC IFC IF C IFC IFC SFC

IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC IFC

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

27-FEB-11 27-FEB- 1 1 27-FEB- 1 1 27-FEB-11 27-FEB-11 27-FEB-11 27.FEB- 1 1 27-FEB-11 27-FEB- 1 1 ~ ~ L F E B - ~ 1 27-FEB-11 27-FEB-11 27-FEB-11 27-FEB-11 27-FEB-11 27-FEB-11

A A A A A A A A A A A A A A A A A

AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC

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

A A A A A

27-FEB-11 27iFEB-l 1 2 7 1 ~ ~ ~ - 1 1 ~ ~ J F E B - 1 1

~ ~ J F E B - ~ 1

AFC AFC AFC AFC AFC


Client : Petroleum Development Oman LLC (PDO) Index DOC. NO.: Job No. : PAP00405 Job Title : Nimr Sludge Pits System upgrade - FED & DD

Phase: DD

Report printed on: September 6, 201 1 9:24 AM Page 7 of 7

-

-

Item# 170 17 1 172 173 174 175 176 177 1 7 8 179 180 181 182 183 184 185

-

186 187


NIM-2-5772-053-DQ NIM-2-5772-054-DQ NIM-2-5772-055-DQ NIM-2-5773-00 1-DQ NIM-2-5774-00 1 -DQ NIM-2-5774-002-DQ NIM-2-5774-003-DQ NIM-2-5774-004-DQ NIM-2-5 NIM-2-5774-006-DQ NIM-2-5775-001-DQ NIM-2-5775-002-DQ NIM-2-5775-003-DQ NIM-2-5775-004-DQ NIM-2-5775-005-DQ NIM-2-5775-006-DQ NIM-2-5775-007-DQ NIM-2-5775-008-DQ

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

188 189 190

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

Size A3 A3 A3 A3 A 1 A4 A1 A3 A1 A3 A1 A3 A4 A3 A4 A 1 A3 A4


27-FEB- 1 1 27-FEB- 1 1 27-FEB-11 27-FEB-11 27-FEB-11 27-FEB- 1 1 27-FEB-11 ~ ~ L F E B - ~ 1 27-FEB-11 27-FEB-11 2 7 f ~ ~ ~ - l l 27-FEB-11 27-FEB- 1 1 27-FEB-11 27-FEB-11 27-FEB-11 27-FEB-11 ---- 27-FEB-11

0 0 0

NIM-2-5775-009-DQ NIM-2-5775-0 10-DQ NIM-2-5775-011-DQ

Description: PIPE SUPPORTS-SLEEPER DETAILS BBS PIPE SUPPORTS 'U' BOLT(P1PE NOT GRIPPED) CIVIL DETAILS SPILL PIT & HARD STRAND CIVIL DETAILS DRAIN PIT BBS CIVIL DETAILS FLANGE PIT CIVIL DETAILS HARD STAND

7 7 4 - 0 0 5 - D Q - - - - - - - - - - CIVIL DETAILS FLANGE PIT CIVIL DETAILS COLLECTION PIT STRUCTURAL STEEL DETAILS PLATFORM MK'D P1 CIVIL DETAILS PLATFORM FOUNDATION MK'D PF1 BBS CIVIL DETAILS STAIR FOUNDATION MK'D SF1 BBS STRUCTURAL STEEL DETAILS PLATFORM MK'D P 1 CIVIL DETAILS FOUNDATION DETAILS MK'D PF 1 BBS

Detail Status:

AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC AFC


26-FEB-11 26-FEB-11 26-FEB- 1 1 26-FEB- 1 1 26-FEB-11 26-FEB-11 26-FEB-11 26-FEB- 1 1 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-11 pp

26-FEB-11

Detail Status:

IFC IFC IFC IFC IF C IFC IFC IFC IFC IFC IFC IFC IFC IF C IFC IFC IFC IFC

26-FEB- 1 1 26-FEB-11 26-FEB-11

A 1 A3 A4

IFC IFC IFC

STRUCTURAL STEEL DETAILS PLATFORM MK'D P2 CIVIL DETAILS STAIR FOUNDATION MK'D SF 1 BBS

27-FEB- 1 1 27iFEB- 1 1 ~ ~ J F E B - 1 1

A A A

AFC AFC AFC

PLANT NORTH

FENCE

I ACCESS

EXISTING OBM CUTTINGS WASTE MANAGEMENT YARD

WND SOCK DETAIL NIM 2 1846 W 2 DO 1 BENCH MARK DETAIL NIM 2 1.346 W 1 DO 3 STAIR FDN. SF1 NIM 2 1844 0 0 4 DO 3 PLATFORM FDN. PFl NIM 2 1844 W 2 DO 3

A 0

iuav B'"' " & k U . ji+&& WorlyPamw- Arabian lndlahia (NJ

C O ~ ~ C T N O . C3110606 1 PRW N O . PAIPOMOS

PERSONNK GATE TTPE-22 S lD 2 1625 022 by"----'- --- I MAIN GATE W E - 7 sm 2 1625 007 13 1 ---- __-- UHARD STAND PIG LAUNCHEA NIM 2 11343 WI DPIJ \ __--- \

---- IF.07.DOl.l 2 GRADE ELEVATION lDD.000 rn. IS EQUAL Ti-E HDU) ABOVE M.S.L ---

D L I L ~ ~ --. 1. ALL DIMENSIONS ARE IN MILLIMETERS. -

PROJECT DRAWNG RMSlON IN CASE OF D ~ R O N S A YARKED UP BE m TO-- P ~ J E C T rn-

27.0211 28.0211

mn

NOTES REFERENCE DRAWINGS MASTER DRAWNG REYISION omr?a, :NEW SLUDGE COLLECTlON PIT IN CASE OF D E ~ ~ T I D N S YARKED UP PRIN? SHALL BE SENT TO COASTAL D ~ G N DFFXCE SITUATED IN WASTE MANAGEMENT YARD rn N'M Ogg2 0°' A

PARSONS Rle name: W. \2-CIVIL\C-310606(EUC)\PAIP\PAIPOMO5DO\LAUNCHER AREA\2D992W1DQ.dwg-GCS-27/02/11-10: 00: 0 3

-

--- ME. 2 1 A

MJ GCS

y i

.__-- y: , l :4op , , C T DYWLNF .uu :NIMR

- -- ,FOUNDATION LOCAllON PLAN - - 1 ~ 1 - 1- 1- =. - *-_ mr a x - m m

ZP KBR

.- GSB -- -

AWOWII FOR W5TSVCTKEl ISSUED FOR MYYDITS - IN.W.ml

IN.09.ml

I DP/ZBNI RE/if+4 1

u r n 1 1 ~ ~ ~ ~ 1 1 1 .

,Do-

1.0 GENERAL NOTES 4.5

1.1 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

LEGEND ABBREVIATIONS ABBREVIATIONS

O D OUTSIDE DIAMETER

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

ROCK FILL A B DENOTES

A L T

A P P R O X

B T F

B O C

B O S

t C T C

C O N C

ANCHOR BOLTS

ALTERNATE

APPROXIMATE

BOTTOM FACE

BOTTOM OF CONCRETE

BOTTOM OF STEEL

CENTRE UNE

CENTRE TO CENTRE

CONCRETE

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.

P T F E

R A D

R E V

S C H E D

SECT/SEC

S P

STGD

TF

POLYTETRAFLUORETHWNE

RADIUS

REVlSlON

SCHEDULE

SECTION

SLIDING POINT

STAGGERED

TOP FACE

WELL GRADED COMPACTED SAND 1.2 ALL DIMENSIONS ARE IN MIWMETERS EXCEPT FOR PlPE SIZES WHICH

ARE SHOW IN INCHES.

1.3 ALL ELEVATIONS ARE IN METERS AND RELATED TO DATUM ELEVATION OF 100.000 BLINDING LAYER 50 rnm THK.

STYROFOM OR OTHER INSULATING MATERIAL 2 . 0 EXCAVATION, TRENCHING AND BACKFILL 4.7

2.1 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.

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

FIBRE MAT OR BUILDING PAPER

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

2) COLUMNS. BEAMS AND WALLS NEITHER IN CONTACT - 4 0 mrn SLOPE BS SElVE SIZE

50.00 rnm 9.50 rnrn 5.00 mrn 2.00 rnrn 425 u r n 7 5 u r n

WITH SOlL NOR EXPOSED TO WEATHER.

3) BUILDING FLOOR SLABS & ROOF SLABS -

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

2 5 mrn

IXI@ D O m

CHEWER PLATE

GRATING

HOLE

POCKET OR RECESS

ELECTRICAL TRENCHES

INSTRUMENT TRENCHES

ELEVATION

FENCE

GRADE

ANCHOR BOLT

D I A

D W G / D R G

E F

E L / E L E V

E S

F F

F F L

F P

F D N / F O U N D

G R D

G L

H P

I D

L G

L P

DIAMETER TOC TOP OF CONCRETE

DRAWING TOG TOP OF GRATING

EACH FACE T O R C TOP OF ROUGH CONCRETE

ELEVATION T O S TOP OF STEEL

EVENLY SPACED T Y P W l C AL

FAR FACE

FINISHED FLOOR LEVEL

FIXED POINT

FOUNDATION

GRADE LEVEL

GROUND LEVEL

HlGH POINT

INSIDE DIAMETER

LONG OR LENGTH

LOW POINT

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

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.

* - SPECIFIED TO THE NEAREST 2 5 rnrn.

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

1: - x 10 - 3; 2 0 0 1

3.0 FOUNDATION WORKS 3.1 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.

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

3.3 BEFORE CASTING FOUNDATIONS, ANY IMMEDIATE OR ADJACENT AREAS

APPROX. SPACING OF BARS

BAR MARK

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

PlPE OR SLEEVE M K

M K D

N F

rJ

MARK

MARKED

NEAR FACE

DIAMETER CONSTRUCTION JOINT

WATERSTOP 5.0 ANCHOR BOLTS

5.1 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

MATERIAL ITEM APPROVED FOR CONSTRUCTION

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

OF DISTURBED OR SOFT SOlL MUST BE REMOVED AND REPLACED N T H MASS CONCRETE OF GRADE 10.

3.4 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.

STYROPOR OR SIMILAR APPROVED MATERIAL FOR FORMlNG THE (ANCHOR) I 1 L

BOLT POCKETS SHALL BE SECURED AGAINST ANY MOVEMENT DU'RING '

CONSTRUCTION AND REMOVED AS SOON AS M E CONCRETE IS SET.

4.0 CONCRETE 4.1 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.

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

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 0

REV

4.2 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.

27.02.11

IN CASE OF DEVIATIONS A MARKED UP PRINT SHALL BE SENT TO THE PROJECT ENGINEER GROUT MORTAR S H A U H A M A MINIMUM COMPRESSIVE STRENGTH OF 4 0 N/mrn2.

PROJECT DRAWING REVISION

26.02.11

DATE

h l l a A D AREA : I U I I V I ~

WHERE REQUIRED AND INDICATED ON M E DRAWINGS. A NON-SHRINK 1- I

GCS

SCALE : - 0 1 2 3 4 5 6 7

CAD DRAWING

4.3 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.

GCS

DRAWN BY

GROUT SHALL BE PREPARED AND APPLIED STRICTLY' IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. / SUBAREA : NIMR SLUDGE PIT SYSTEMS 1 No. 1 6 1 (j **

&

r - v I Petroleum Develo~rnent Oman I

KBR TEAML

$1

( LL) 441 &U l - J ~ w J ~ WorleyParsons - Arabian Industries (JV)

GSB J.ENG.

DRWG.T/PE : CONCRETE STRUCTURE 4.4 FOR ALL CONCRETE WORKS, ORDINARY PORTLAND CEMENT TO BS EN 197 SHAU BE USED,

UNLESS OTHERWISE SPECIFIED.

APPROVED FOR CONSTRUCTION

CHECKED

DEscRlpnoN , GENERAL NOTES, LEGEND AND ABBREVIATIONS

ISSUED FOR COMMENTS

I I

NIM 2 1841 001

IN.09.011

DESCRIPTION

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.

OSE/28N IN.09.011

DRWG

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

WBS No.

ENG SECT

SHEET AREA CODE

PARSONS File name: W: \ 2 - C l ~ l L \ C - 3 1 O~O~(EMC) \PA IP \PA IPOO~O~_DQ\LAUNCHER AREA\^^ 841 0 0 1 -DQ.dwg-GCS-27/02/1 1-10: 00: 04

P D 0 APPROVAL

OSE/28N PROJ. ENG.

DWG SlZE

SERIAL NUMBER

PROJ CODE

SIGNATURE

REV.

1.0 GENERAL NOTES. 1.1 ALL WORKS SHALL BE CARRIED OUT IN ACCOROANCE WlTH

6.0 ERECTION LEGEND 6.1 ERECTION ON CONCRETE FOUNDATION SHALL NOT COMMENCE

ABBREVIATIONS

CONSTRUCTION CONTRACT AN0 / OR CONSTRUCTION SPECIFICATION SP-1279.

WlTHlN 7 DAYS OF POURING THE CONCRETE FOUNDATIONS AN0 ONLY IF THE CONCRETE HAS ACOUIREO SUFFICIENT STRENGTH.

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

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.

6.4 M E STEELWORK SHALL BE ACCURATELY ERECTED WlTHlN M E FOLLOWlNG TOLERANCE.

SEmNG OUT-PLAN I f l O m m OVERALL BUILDING DIMENSIONS BUT NOT MORE M A N f 5 m m

IN ANY ONE 5 METER BAY

LEVELS-FOR STANCHIONS AND COLUMN BASE PLATES.

PLUMB OF STANCHIONS,

I """

1 0.1 % OF HEIGHT, BUT NOT POSTS, ETC MORE THAN *5 m m

OVERALL

STRAIGHTNESS OR BOW I NOT MORE THAN THE ROLLING OR OUT OF SOUARENESS TOLERANCES AS GlMN IN OF SECTIONS AFTER BS 5950 PART 2: 2001 ERECTION.

AB DENOTES

ALT

BOS

6 F

$ CTC

CONC

Dl A

DWG / DRG

DET

EL / ELEV

FF

FP

FDN / FOUND

GALV

HSFG BOLTS

ANCHOR BOLTS

ALTERNATE

BOrrOM OF STEEL

BOTH FACES

CENTRE UNE

CENTRE TO CENTRE

CONCRETE

DIAMETER

DRAMNG

DETAIL

ELEVATION

FAR FACE

FIXED PMNT

FOUNDATION

GALVANIZED

HlGH STRENGTH FRlCllON GRIP BOLTS

HlGH STRENGTH BOLT (A325 OR EQUIVALENT)

-INSIDE DIAMETER

LONG OR LENGTH

M 20

MKD

N F

pl

/ S Q

OD

PLT

PTFE

PS

RAD

REQD

REF

SCHED

SECT / SEC

SP

STGD

M K

TOG

TOS

TYP WP

M m I C BOLT AND DIAMETER

MARKED

NEAR FACE

DIAMETER

TEAR PLATE 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

GRATING

SQUARE

2.0 STRUCTURAL STEEL MATERIAL WTSlDE DIAMETER

PLATE

POLrnARUORETHYLENE

PlPE SUPPORT

RADIUS

REQUIRED

REFER

SCHEDULE

xcnm SLIDING PMNT

STAGGERED

THICK

TOP OF GRAllNG

TOP OF SlEEL

MPlCAL

WORKING POINT

HOLE 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.

POCKET OR RECESS

ELEVATION

FENCE

GRADE HSB

3.0 BOLTING ANCHOR BOkT

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

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.

PlPE OR SLEEVE

MATERIAL ITEM

FILLET WELD-WELD SlZE

FIELD WELD

WELD ALL ROUND

7.0 HOT-DIP GALVANIZING 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.

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.

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.

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

8.0 CORROSION PROTECTION

i GRATING SPAN 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. APPROVED FOR

CONSTRUCTION 4.3 MINIMUM SlZE OF WELD SHALL BE 6 m m UNLESS SPECIFIED.

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

9.0 EARTHING CONNECTIONS 5.2 SOU0 FLOORING SHALL BE MADE OF TEAR PLATE

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

A 0 lREv 1 DAE I D y Y w 1-1

CHECKED DESCRIPTION

27.02.11 26.02.11

WBS No. P D 0 A P P R O V A L

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.

GCS GCS

I PROJECT DRAWING REVISION 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 name: 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

- KBR

d$ GSB

APPROVED FOR CONSTRUCTION ISSUED FOR COMMENTS

IN.09.011 IN.09.011

OSE/28N 0SE/28~

PLATFORM MEMBER BOTTOM OF TOE PLATE

TYPICAL HANDRAlLlNG OUTER BEND

SECTION C-C B - FlANGE MDTH OF STRINGER

SECTION E-E CLOSE PLATE

g - GAUGE DISTANCE

TYPICAL HANDRAlLlNG CONNECTION SECTION D-D 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 : STRUCTURAL STEEL DETAILS

PARSONS File name: W: \ 2 _ C l V l L \ ~ - 3 1 ~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O ~ ~ ~ ~ _ D Q \ L A U N C H E R AREA\21841003-DQ.dwg-GCS-27/02/11-10: 00: 06

FIXING CLAMP / REFER NOTE-1

6rnrn TWlSTED

SECTlON D-D

FLAT 20x5-100 LG

FLAT 2 5 x 5 1 (W)

\ 6 m m TWlSTED SQUARE BAR

240 (W)

1 3 . 5 ~ 3 0 SLOTTED HOLE FOR -

SECTION A-A

0

2 4 0 x 8 0 ~ 1 0 M K PLT WELDED TOLIXATING 6mrn TWlSTED

I M D M SQUARED BAR

SECTION B-B 1

0-.

FLAT 2 0 x 5 WELDED TO BEAM

""\ PLATFORM BEAM

TYPICAL GRATING TREAD I

MAX I

PLAN

-- GRATING .

0 -

TYPICAL PLATFORM GRATING SECTION C-C

\c 8 ma 7 A 2 -


1. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS. - - NIM -2-1841 -002-CN-3 DEscRtpnoN :TYPICAL GRATING AND

TREAD DETAILS

MOTH REFER NOTE-2

NIM 2 1841

PLAN

TYPICAL WALKWAY GRATING

I I I I

P A R S O N S F i l e name: W: \2-CIVIL\C-31 O ~ O ~ ( E M C ) \ P A I P \ P A I P O ~ ~ O ~ _ D Q \ L A U N C H E R AREA\21841004-DQ.dwg-GCS-27/02/11-10: 00: 07

A 0

REV

( LLU) $$I d b u l - 3pJ4 WorleyParsons - Arabian Industries (JV)

CONTRACT NO. : C3110606 PROJ. NO. : PAIP00405

REFERENCE DRAWINGS I DRwG.TypE :STRUCTURAL STEEL DETAILS

IN.09.011 IN.09.011

WBS No.

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)

27.02.11 26.02.11

DATE

P R O J E C T DRAWING REVISION . IN CASE OF DEVIATIONS A MARKED UP PRINT SHALL BE SENT TO THE PROJECT ENGINEER

SCALE : N T S 0 1 2 3 4 5 6 7

CAD DRAWING : NlMR AREA

1- L I

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

s u B A R E A :NIMR SLUDGE PIT SYSTEMS

SIGNATURE

GCS GCS

DRAWN B Y

SHEET DRWG

P D 0 APPROVAL

'8' Petroleum Development Oman

No. 1 6

REV. PROJ CODE

/RG - KBR

TEAML.

B b (j

DWG SIZE

AREA CODE

9. GSB

J.ENG.

ENG SECT


CHECKED

SERIAL NUMBER

DESCRlPnON

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.

BAR SHAPE C O D E S 00 15 23 24

U

AkC>PL(8/2+54) C> W 2 d A k B 2 P A k B ~ P h ( R t k i ) B 2 W Z d A h C l A d C L P A k C 2 P A h D 2 P k ( C / B % ) A & C 2 P

L = A L = h m X x I D c G T H S L = A t B - 0 S r d L - At&O U R - 1 2 d L = AtO.5iEtC-1 Ed L = AtC-4d L = A t C L = AtBtC-r-2d L = M B t C t D - 1 5 - S d L = AtBtC-r -Zd L = A t B t C

27

w l - 4 D 3 Y

h & B , P A k C > P A & C , P C 2 P A k C , P A & D , P A k D 2 P C 2 P, B/Zt5d A L E > ? A k E 2 P A h D 2 P L I A t B t E L = A t B t C L - A t B t C - a s - d L = AtBtC-a%-d L - AtBtCtC-1 5 - S d L - A t B t C t D - 1 5 - 3 L = at1 7 W X - 4 d L = A t B t C t E - 0 5 - d L = A t B t C - r 2 d L = A t B t C t E - a 5 - d L = AtBtCtD-r -2d

46 5 1 7 5

C C A C

A C E > ? A & [ > ? A & E > P A b B L P E k F 2 P C k D > P

I - C 2 P

C k D 2 P B , &tZd A 2 P A & C 2 P A I P A L P A 2 P A 2 P A L P L = AtZBtCtD-21-4d L - A t 1 148tZC-A2d L - A t B t C t E L - A t C t ( 3 1 4 RM L - 2(AtBtD)tE-r-2d L - AtBtCtD-r-2d L = A+BtC+Dt5x+r-Zd L - U t B t C - 0 5 - d L - 2(AtB)tC-r-2d

B B

\ 0

A & E P A k E , P A k C 2 P A b C 2 P A k B 2 P A k D , P L - A t Z B t C t E

BAR SIZE d

6 8 10 12 16 20 25 32 40 50

I CONTRACT NO. : C3110606 1 PROJ. NO. : PAIP00405 I PARSONS F i l e name: W: \2 -C IV IL \C-31 ~ ~ ~ ~ ( 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\^^ 841 005-~~.dwg-GCS-27/02/11-10: 00: 1 0

SUB AREA : NIMR SLUDGE PIT SYSTEMS No. 1 6 &"k (j

a - THE MINIMUM END PROJECTIONS FOR SMALLER BARS IS GOVERNED BY THE PRACTICALITIES OF BENDING BARS.

r

12 16 20 24 32 70 87 112 140 175

Lk4) &$I S~U\ - JpJb sU Worle~Pa*sons - Arabian Industries (JV)

1

L = A t B t C t E - 0 5 - d L 3 AtBtC-r -Zd L - A t B t C - r - Y L - AtB-0 Sr-d L - 4 A t l E d L = AtBtCtD-1%-2d

- -

DRWG.?YPE :

DEscR,,,oN : S T A N D A R D B A R S H A P E C 0 D E S

MINIMUM END PROJECTON - P

Petroleum Development Oman

OVERALL DIM X

TWO BENDS

6 0 80 100 120

2 150' (min 5d Straight)

11 oa 115' 120' 125'

SKETCH < 150'

(min 10d Straight) l l o a 11 5" 130 160

130 190 240 305 380 475

REV,

A

DRWG

21 0 290 365 46 5 580 725

SHEET AREA CODE

160

325 420

3

PROJ CODE

NO

520 650

DWG SIZE ,

NIM 2 1841 005 DQ

ENG SECT

x = 6bta

SERIAL NUMBER

P A R S O N S F i l e name: W: \2-CIVIL\C-31 O~O~(EMC)\PAIP\PAIPOO~O~_DQ\LAUNCHER A R E A \ 2 1 8 4 2 0 0 1 -DQ.dwg-GCS-27/02/11-10: 00: 1 0

DESCRIPTION

Petroleum Development Oman 1. CONTRACTOR SHALL REFER PIPING PLAN ,PRIOR TO

DESCRIPTION AREA SEN,, SH. P S- DRwG.,E :PIPE SUPPORTS (LAUNCHER)

DRWG AREA ENG SERIAL SHEET PROJ DWG REV,

FABRICATION, INSTALLATION OF PIPE SUPPORTS DRAW~NG NUMBER CODE SECT NUMBER CODE SIZE

NOTES REFERENCE DRAWINGS DESCRIPTION :INDEX SHEETS

NO NIM 2 1842 001 DQ 3 A

ELEVATION

SECTION B-B

SECTION C-C

PLAN D E s c R l ~ n o N

SLIDING PLATE DETAILS

3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR. 4. ALL CONNECIONS TO BE MADE USING 8 m m CFW. 5. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION

IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2 DRWG.TYPE : PIPE S U P P O R T S

I DEscRlPmoN : P S - 0 5 1 , 052, 053 & 054 NOTES R E F E R E N C E D R A W I N G S I I N I M 2 1 8 4 2 0 0 2 D Q 1 3 I A I

I I I I I I l l P A R S O N S 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 R AREA\^^ 842002-DQ.dwg-GCS-27/02/11-10: 00: 11

M. T. 0. DESCRIPTION QUANTITY UNITS SAP No.

BLINDING CONCRETE 0.34 rn N.A. 3

CONCRETE GRADE 35 2.63 rn 3 N.A.

CEMENT SAND GROUT 32.35 dm3 N.A.

PROTECTION COATING 23.50 m2 N.A.

REINFORCEMENT STEEL 144.1 9 k9s N.A.

10 THK PLATE 0.20 rn 1000062608 2

INSERT PLATE DETAIL FLAT 25x6 3.60 m 1000062571

(8 Nos. REQD) 10009 POLYTHENE SHEET 6.80 rn 2 N.A. 0 +

-----

PIPE REFERENCE + GRD. TOC $ CO-ORDINATES r11 AFTER ALIGNMENT OF SUPPORT DRAWINGS ELEVATION ELEVATION 1 - 1 1 SLIDING PLATE. ' X ' 'Y'

PS-051 ** NIM-2-0992-001-DQ-1 100.000 100.774 E 77.000 S 17.000

PS-052 ** 100.776 E 74.848 S 17.000

PS-053 100.742 E 73.184 S 17.000 TYP. POCKET DETAIL PS-054

I I 100.742 E 69.200 S 17.000

8

NOTE: * 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 (FOR PS-053 ONLY)

( C - u -

- P z -


A 27.02.11 GCS 'Qv 9- APPROVED FOR CONSTRUCTION IN.09.011 OSE/28N 0 26.02.11 GCS KBR GSB ISSUED FOR COMMENTS IN.09.011 OSE/28N

1 OOOg POLYTHENE SHEET TEAML JENG

bb) $$I d b u l - $9wJb REV DATE D R A M PROJ ENG. SIGNATURE

SECTION A-A DESCRIPTION WBS No

(W) BY CHECKED P D 0 APPROVAL

WorleyParsons - Arabian Industries (JV) PROJECT DRAWING REVISION

3. 50mm COVER TO REINFORCEMENT, REINFORCEMENT TO BS 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.

DRWG.TYPE :

DEscRlPTloN :PS-051 TO 054 I I I l l

PARSONS File name: W: \2-CIVIL\C-31 O~O~(EMC) \PAIP \PAIPOO~O~_DQ\LAUNCHER AREA\21842003-DQ.dwg-GCS-27/02/11-10: 00: 1 2

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

JOB NO.: PAIP00238 Document No.: NIM-2-1842-004-DQ-4 PART ID.: PRODUCTION STATION Revision No.: A

PS-051 TO 054 Prepared by: GCS Checked by: PNG %y

REF. DWG NO.: NIM-2-1842-003-DQ-3 Date: 27.02.1 1

Total MTO for Rebars.

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

Dia. Of Bar Length of Bar (m) Weight (Kgs)

Designation

PS-051 TO 054

-

-

Total Weight (Kgs) 144 190

T6

Bar Mark

1 2 3

4

5 6

7 8

--

-

-

T8 110.55

44.22

Type &

Size

TI 2 TI0

T12 T12

T8 T12 T12

T8

-

TI0 30.60

18.98

Nos. Reqd

4

4

3 3 3 1

1 1

-.

-

.

-

No. of Bars in

each

2

6 8 2

16 8 2

18

-- .

pp

-

TI2 91.00

80.99

Total Nos.

8 24 24

6 48 8 2

-

18

-

T I 6

Length of each Bar

t 1275 1275 --

2100 1575 1675

2200 1675 1675

-

--

-

Shape code

21

21 31 11

51 31 11 51

---

--

- -.

--

w- T20

-

--

. -

- .-

--

A'

150 150

100 300 450 100

300 450 -

--- -

--

- -

-

-- -

--

-

-

-

--

T25

-.

- -- n ~- - .-

T32

B *

1000

1000 1300

1290 300 1400 1390 300

-

. --

-

- --

C '

150 150

650

650

D*

100

100

-- -

--

-. -

EIR*

-

-

140x1 5 0 x 8 Thk. PLATE

TOS EL 101.094

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

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

TOS EL 100.869 =

M T O

ELEVATION B - B ELEVATION C - C 4-23@ HOLES 1 = 1 = 1 7

SAP No.

1000051 5 4 0

1000080366

1000080265

1000062607

I GRD EL 100.000 I v I I

x?sm5 I

UNITS

m

m

m2

m 2

DESCRIPTION

3" SCHEDULE 40 PlPE

RSC 1 4 0

1 5 THK PLATE

8 THK PLATE

L$\ 2 2 0 x 2 2 0 ~ 1 5 THK BASE PLATE

QUANTITY

1.22

0.40

0.05

0.04

APPROVED FOR CONSTRUCTION SECTION A - A

A 0

( b~u) &$I ~ b u l - $4~~4 & WorleyParsons - Arabian l n d u r t r i e s ( ~ ~ )

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

27.02.11 26.02.11

REV

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

GCS GCS

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

I

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

DATE

t,i~)i ~n -

AREA : IUIIVI17;

S L U D G E P I T S Y S T E M S

SUPPORTS

w, - KBR

SCALE : 1 : 20 D 1 2 3 4 5 6 7

CAD DRAWlNG -

I 1 b 1 I I

DESCRIPTION

BY

- - -


No. 16

$/ , GSB

&,Vk .$J&as> 44

AREA

I I N I M 2 1 8 4 2 0 0 5 ~ ~ 1 3 I ~ /

TEAML

-

R E F E R E N C E D R A W I N G S NOTES


-

DRAWlNG NUMBER

S DWG SIZE

DRWG

DEscRlmoN : P S - 0 5 5 I I I I I I l l

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 E R AREA\21842005-DQ.dwg-GCS-27/02/11-10: 00: 1 2

J.ENG.

REV. SHEET

IN.09.011 IN.09.011

CHECKED

SERIAL PROJ CODE

AREA CODE


DESCRIPTION SIGNATURE

SH. ENG SECT

SERIAL NUMBER

WBS NO.

P

P D 0 APPROVAL

S ' DRWG.TYPE : PIPE

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

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

it TOC EL.

100.150

--

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

NUMBERS REQUIRED

1

FOUNDATION DESIGNATION

PS-055

REINFORCEMENT PLAN

REFERENCE DRAWING

NIM-2-0992-001-DQ-1

I PLAN M T O (5 Nos. REQD)

1 SEE NOTE5 7 I CONCRETE GRADE 35 1 1.16 1 m 3 I N.A.

SAP No.

N.A.

I I TOC EL.* v

UNITS

m3

DESCRIPTION

BLINDING CONCRETE GRADE 10

QUANTITY

0.25

0 GRADE* I I

3-T8- 4-1 50 8-T12-3

CEMENT SAND GROUT

REINFORCEMENT STEEL

PROTECTIVE COATING

1 200 FOUNDATON BOLT TYPE - J5 1 20 1 PCS I N.A.

13.30

93.55

15.00

'FOSROC NITOCOTE PE 135'

U

1000g POLYMENE SHEET

SECTION B - B

lit

Kg

m2

SECTION B - B (FOR PS-065)

N.A.

N.A.

N.A.

\c * w- 7 A 2

5.00


m2 1 N.A.

\50 MK BLINDING CONCRETE LAID ON 1000a POLYTHENE SHEET

SECTION A - A

DESCRIPTION

A 0

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. sus AREA :NIMR SLUDGE PIT SYSTEMS No. 16 Pk (j

6. FOUNDATION BOLTS REFER DRG. No. STD-2-3950-001-A3 Petroleum Development Oman 7. FOR BAR BENDING SCHEDULE REFER DRG. No. NIM-2-1842-007-DG-3 DRWG.TYPE : PIPE SUPPORTS-FOUNDATION DETAILS

CODE SECT NUMBER CODE SIZE

DEscRlpTloN :PS-055 , 0 5 9 , 0 6 2 , 0 6 4 & 0 6 5 NOTES/REFERENCE DRAWINGS NIM 2 1842 0 0 6 DQ 3 A

27.02.11 26.02.11

L I I I 1 1 J

PARSONS File name: W: \2-CIVIL\C-31 O ~ O ~ ( E M C ) \ P A I P \ P A ~ P O O ~ O ~ ~ D Q \ L A U N C H E R AREA\21842006-DQ.dwg-GCS-27/02/11-10: 00: 1 3

GCS GCS

- KBR GSB


IN.09.011 IN.09.011

OSE/28N OSE/28N

bb) +,dl f i ~ U 1 - >+>L d , ~ /xSJ$9 (- WorleyParsons -Arab#=" lndustrses (JV) BAR BENDING SCHEDULE

JOB NO.: PAIP00238 Document No.: NIM-2-1842-007-DQ-4 PART ID.: PRODUCTlON STATlON Revision No.: A

PS-055,059,062,064 & 065 Prepared by: GCS Checked by: PNG %y

REF. DWG NO.: NlM-2-1842-006-DQ-3 Date: 27.02.1 1

T h ~ s schedule complies with BS 8666 2005 All dimensions are in m m Refer to Bar shape Code drawing * Spec~fied In multiples o f 5 mm t Specified In multiples o f 25 mm

Sheet N o . 1 of l

I M.T.O. I

SECTION B - B BASE PLATE ELEVATION APPROVED FOR

CONSTRUCTION

A 27.02.11 GCS Q- 9- APPROVED FOR CONSTRUCTION IN.09.011 OSE/28N 0 26.02.11 GCS KBR GSB ISSUED FOR COMMENTS IN.09.011 OSE/28N

I

h) $41 b b u ! - jjpJk REV A D R A W TEAML J.ENG. PROJ. ENG. SIGNATURE

BY DESCRlPllON WBS No.

CHECKED P D 0 APPROVAL WorleyParsons -Arabian Industries (JV)


2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. 3. ALL STEEL WORK TO B S EN 1 0 0 2 5 GRADE S 2 7 5 JR. I 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 AREA S SERIAL SH. P S DESCRIPTION

DRAWNG NUMBER I I

NOTES R E F E R E N C E D R A W I N G S

SUB AREA

DRWG.TYPE

DESCRIPTION

**+&%/ :NIMR SLUDGE PIT SYSTEMS No. i s dk 5

petroleum Develo~ment Oman :PIPE SUPPORTS

, PS-056

DRWG AREA ENG SERIAL SHEET PROJ DWG REV CODE SECT NUMBER CODE SIZE

I I 1

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

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 H E R AREA\^^ 842008-~~.dwg-GCS-27/02/11-10: 00: <

FOUNDATION / DESlGNATlON I REFERENCE DRAWING

I / -TOC EL. /

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

I

REINFORCEMENT PLAN

M T O DESCRIPTION QUANTITY UNITS SAP No.

BLINDING CONCRETE GRADE 1 0 0.1 5 m 3 N.A.

CONCRETE GRADE 3 5 0.742 m3 N.A.

PLAN (2 Nos. REQD.)

SEE NOTE-5

7 I CEMENT SAND GROUT 1 10.52 1 lit I N.A. I I I \

t I , I v TOC EL.*

I REINFORCEMENT STEEL 1 53.71 1 I N.A. I I PROTECllVE COATING 1 8.06 1 rn2 1 N.A. I

2 0 0 FOUNDATION BOLT TYPE - J 5 8 PCS N.A.

POLYTHENE SHEET 2.90 PCS N.A.

2 2 2 2

SECTION B - B 5 0 MK LAID ON

I APPROVED FOR I I CONSTRUCTION I

SECTION A - 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~(EMC) \PAIP\PAIPOO~O~_DQ\LAUNCHER AREA\21842009-DQ.dwg-GCS-27/02/11-10: 00: 14

(LL - ) & d l .x=-l- >3-",L &>3 Worteyparsons - Arablan lndustnes (JV) BAR BENDING SCHEDULE


PS-056 & 060 Prepared by: GCS Checked by: PNG %y



This schedule complies wlth BS 8666 : 2005 All dimensions are in mm Refer to Bar shape Code drawing * Specified in multiples of 5 mm t Specified in mult~ples of 25 mm


Designation

PS-056 & 060

Sheet No : 1 of 1

Total Weight (Kgs) 53.710

T6

Bar Mark

1 2

-

T8 11.85

4.74

Type &

Size

TI0 T12

3 T 8 2

-

TI0 54.00

33.48

Nos. Reqd

2 2

-

-- --

- - -

-

---

-- - .

TI2 17.40

15.49

No. of Bars in

each

24

12 3

- -

pp

-

--

--

- -

-- -

--

-- -

T I 6

Total Nos.

48 24 6

- ---

-

-.

--

T20

Length of each Bar

t 1125 725 -

1975

-

- -. -

-- -

--

T25

Shape code

21

11

51

..- -

T32

A^

125 200 -

450

- .

---

,$ . W- - b p

B '

900 530

450

-

C'

125

--

1

D^

--

-- -

E/R*

-

--

--

I I PIPE EL 'A' - --

Y

A

A a z

5 0 0 m u

*TOC EL 'B' t V

a .a

A d

I

a

L A /2 No. 2 8 DIA. HOLES IN ANGLE FOR M16/25 EXPD. ANCHORS SECTION A-A

SUPPORT 1 NUMBER 1 REFERENCE DRAWING

ELEV. ELEV. TYPE

DIM.

PIPE EL 'A' . PS-057 NIM-3-2132-002-DQ-1 2" B UG-2 100.763 100.075 6 8 8 1 -7 + -2 rt"

*TOC EL 'B'

. . lrnl . .

. . 4 A ' . L/ . . . . a

1 . . A .

EXISTING CONC'#ETE '

( P ) , . . ' 4 .A '

' A . . ,

I I I I I I I I I

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

. Q '

. . A

TYPE - B

TYPE - 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 D R W G , ~ 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 R AREA\21842011-DQ.dwg-GCS-27/02/11-10: 00: 15

/ SUPPORT I REFERENCE 1 ELEVATIONS I DIMENSIONS I p l p ~ I NOS. I 4 CO-ORDINATES I

3 PIPE

'FOSROC NITOCOTE PE 135' 1 Y r I 1 1 1 1 1 1 h 1 I

\ 3 Thk. Cl OSFR \

- --- -- IN 2 COATS WITH-GLASS MAT OR MASTER SEAL 5 5 0 OF DEGUSSA

PLATE

OR EQUIVALENT (TYP) 0 THK BLINDING CONCRETE ELEVATION LAID ON 1000g POLYTHENE SHEET

1. ALL DIMENSIONS ARE IN MILLIMETRES EXCEPT PlPE SIZE. 2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. 3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR 4. 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

7 CONCRETE TO BS 8110, GRADE 35 FOR REINFORCED CONCRETE, GRADE 10 FOR PCC USING 0.P.C

'X' CO-ORD. m j b - (ALONG CROSS ARM)

PLAN ( 2 Nos. REQD.)

I I I 4 L

I NUMBER I DRAWING A I .B 1 C I +D I G U ~ D E ~ R E Q D . ~ X Y I

I I I I I I I I I

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

M T O

RSC 1 4 0

A 1 9 3 MESH FABRIC

BLINDING CONCRETE


DESCRIPTION

3" SCHEDULE 4 0 PIPE

3 THK PLATE

CONCRETE GRADE 35

1000g POLYTHENE SHEET

PROTECTIVE COATING

UNITS

m

m2

QUANTITY

2.10

0.01

0 .52

1.28

0.05

Lb) dbW1- $PJ~ & REV DATE DRAWd

TEAML J.ENG. PROJ. ENG. SIGNATURE DESCRIPTION WBS No.

BY CHECKED P D 0 APPROVAL

WorleyParsons -Arabian Industries (JV) P R O J E C T D R A W I N G R E V I S I O N

SAP No.

1000051 5 4 0

1 0 0 0 0 6 2 6 0 5

0.20

0 .98

3 .50

m

m2

m

A 0

1 0 0 0 0 8 0 3 6 6

1 0 0 0 0 6 2 6 9 7

N.A.

m3

m2

m2

I

IN.09.011 IN.09.011

8. TREATMENT OF POST FROM 30mm ABOVE TO 100mm IN TO CONCRETE.

, NIMR SLUDGE PIT SYSTEMS 1 6 d h

N.A.

N.A.

N.A.

OSE/28N OSE/28N

27.02.11 26.02.11

- -- -

GCS GCS

PAINT STEEL SURFACE WITH ASPHALT. 's Petroleum Development Oman

'$& KBR

APPLY ONE WRAP OF 10mm Thk. FELT. PAINT WRAPPED FELT WITH ASPHALT.

NOTES

y- GSB

P A R S O N S F i l e name: W: \2 -C IV IL \C-31 ~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O ~ ~ ~ ~ _ D Q \ L A U N C H E R AREA\21842012-DQ.dwg-GCS-27/02/11-10: 00: 15

DESCRlPllON


AREA

R E F E R E N C E D R A W I N G S

s

DRAWlNG NUMBER

DEscRlPnoN : P S - 0 5 8 8C 0 6 1

SERIAL S H T S

NO

CODE CODE

3 NIM 2 1842 0 1 2 D Q

DRWGRPE :PIPE SUPPORTS SIZE

A

SECT NUMBER DRWG PROJ AREA DWG REV, ENG SERIAL SHEET

TOS EL 101.879 7

I M T O I DESCRIPTION' QUANTITY UNITS SAP NO.

3" SCHEDULE 4 0 PIPE 1.70 rn 1000051 5 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

I FLAT 80x6

1 3 MK CLOSER PLATE 1 0 .06 1 m2 1 1000062605 I NOTE: * DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS

AND DlMENSlONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLA~ON.

ELEVATION B - B

140x1 2 0 x 8 Thk. PLATE

GUIDE SUPPORT)

ELEVATION C - C

TOS EL 100.876 =

GRD EL 100.000

DESCRIPTION

ELEVATl ON

3. ALL STEEL WORK TO BS EN 10025 GRADE 5 2 7 5 JR 4. PlPE SECTION TO API 5L GR B. 5. ALL CONNECTIONS TO BE MADE USING 5rnm CFW. 6. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION

DESCRlPllON DRWG.TYPE : PIPE SUPPORTS

IN ACCORDANCE WITH DOCUMENT No. SP-1246-2 DRAWNG NUMBER

DESCRIPTION : P S - 0 5 9 NOTES R E F E R E N C E D R A W I N G S I 1 NIM 2 1 8 4 2 0 1 3 ~ ~ 1 3 I ~ I

I I I I I 1 1

P A R S O N S F i l e name: W: \2-CIVIL\C-31 O~O~(EMC) \PA IP \PA IPOO~O~-DQ\LAUNCHER AREA\21842013-DQ.dwg-GCS-27/02/11-10: 00: 1 6

M.T.O.

DESCRIPTION I QUANTITY I UNITS 1 SAP No.

I RSA 6 0 x 6 0 ~ 6 1 0 .25 1 rn 1 1 0 0 0 0 8 0 3 2 0 1 RSA 8 0 x 8 0 ~ 8

1 2 0 THK PLATE 1 0.15 / rn2 1 1 0 0 0 0 6 2 6 1 0 1

0.30

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

EARTHING BOSS

SECTION B - B BASE PLATE

m

1 I PCS I N.A.

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

1 0 0 0 0 6 2 6 3 0

I I I

- - 140x1 20x8 Thk. PLATE

ELEVATION A - 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.

DRWG.TYPE : PIPE SUPPORTS

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

11 0x1 4 0 x 8 THK SUPPORT 1 NUMBER 1 REFERENCE DRAWING

I T E N . i t CO-ORYINATES 1 REQD. 'X' CO-ORD. 'Y' CO-ORD.

TOS EL. 'A'

SEE NOTE 8 1 1 I


I M T O 'FOSROC NITOCOTE PE 135' PLATE IN 2 COATS WlTH GLASS MAT OR MASTER SEAL 550 I DESCRIPTION I QUANTITY I UNITS I SAP No.

1 3" SCHEDULE 4 0 PIPE 1 2.82 . I m ( 1000051540 I OF DEGUSSA OR EQUIVALENT

( u p )

1 8 THK PLATE 1 0.06 1 m2 1 1 0 0 0 0 6 2 6 0 7 I

-

3 THK PLATE

I A 1 9 3 MESH FABRIC 1 1.30 1 rn2 1 1 0 0 0 0 6 2 6 9 7 1

I 0.01

1 PROTECTIVE COATING 1 3.60 1 m2 I N.A. 1

BLINDING CONCRETE

CONCRETE GRADE 3 5

I 1 0 0 0 q POLYTHENE SHEET 1 1.00 1 rn2 I N.A. I

rn2

'X' CO-ORD. in (ALONGCROSS ARM)

1 0 0 0 0 6 2 6 0 5

0.05

0.20

PLAN APPROVED FOR CONSTRUCTION

I I I 1 I I I I I

m3

rn3

[MIS DRAWING IS BASED ON P.D.O. DRG. No. STD-2-3101-001-A3-D - TYPE 101]

N. A.

N.A.

1. ALL DIMENSIONS ARE IN MILLIMETRES EXCEPT PlPE SIZE. 2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. 3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR 4. PlPE SECTION TO API 5L GR 8. 5. ALL CONNECTIONS TO BE MADE USING 5mm CFW. 6. ALL STEEL WORK TO RECEIVE CORROSION PROTECTlON

IN ACCORDANCE WlTH DOCUMENT NO. SP-1246-2


I

TEAML J.ENG. ( Lb) k41 dbml- J Y J ~ dJ REV DAE DRAWN

PROJ. ENG. SIGNATURE DESCRIPTION WBS No.


WorleyParsons - Arabian Industries (JV) P R O J E C T D R A W I N G R E V I S I O N

A 0


R E F E R E N C E D R A W I N G S DESCRIPTION : P S- 0 6 3 & 0 6 6


PAINT STEEL SURFACE WlTH ASPHALT. APPLY ONE WRAP OF 10mm Thk. FELT. PAINT WRAPPED FELT WlTH ASPHALT.

27.02.11 26.02.11

NOTES

L P A R S O N S F i l e name: W: \ 2 _ C l ~ l L \ C - 3 1 o~o~(EMc) \PAIP \PAIPoo~O~_DQ\LAUNCHER AREA\^^ 8 4 2 0 1 6-DQ.dwg-GCS-27/02/11-10: 00: 18

GCS GCS KBR

$ GSB

I


IN.09.011 IN.09.011

OSE/28N OSE/28N

ELEVATION

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 DRWG.TYPE : PIPE SUPPORTS

MATERIAL GUIDE BAR NUTS LOCKNUTS

I I I I I I I I

PARSONS File name: W: \2-CIVIL\C-31 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: 00: 1 9

SIZE

8

10

16 1000062588 MI6 1000063798 MI6 1000063820

20 N.A. M20 1000063799 M20 1000063821

2 4 N.A. M24 10001 20055 M 24 10001 20066

SAP NO No.

1000080335

1000062586

SIZE

M8

MI 0

SIZE

M8

M I 0

SAP NO:

1000063795

1000063796

SAP No.

1000080222

100006381 9

264 1 RSC 100

Nos.

REQD.

PG-2

PG-3

PG-4

PG-6

PG-8

SECTION

I

TYPE - A LINES 2" TO 6"

PG-10 1 10" 1 250 1 273.0 1 160 1 239 1 RSC 100 1 - I

2"

3"

4"

6"

8"

PG-14

PG-16 TYPE - B LINES 8" TO 24"

PIPE PIPE GUIDE DIMENSIONS , DESIGNATION , INCHES 1 MM OD

NOMINAL PIPE SIZE A

50

80

100

150

200

14"

16"

B

PG-18

PG-20

M T O

60.3

88.9

114.3

168.3

21 9.1

350

400

PG-24

PG-30

PG-32

PG-40

18"

20"

* - GAP SHALL BE AS PER PIPING GA. 1 i NOT s p t c m IT SHALL BE 2rnm

55

80

80

110

160

355.6

406.4

24"

30"

32"

40"

\WEAR PLATE SEE TYPE-421

450

500

SAP No.

1000062643

82

97

11 0

137

21 2

230

230

600

750

800

1000

UNITS

rn

DESCRIPTION

RSC 160

I RSA 100x100~12

457.0

508.0

QUANTITY

-

RSC 140

RSC 100

1 FOR LOCATION REFER PIPING GA. I

RSA 50x50~6

RSA 50x50~6

RSA 50x50~6

RSA 50x50~6

RSC 100

280

306

61 0.0

762.0

81 3.0

1016.0

TYPE - C LINES 30" & ABOVE

4

-

2

118

-

260

290

-

-

RSC 100

RSC 100

340

150

150

200


-

-

371

396

rn

rn

I I I

I A 1 27.02% &S 1Q--I $! I APPROVED FOR CONSTRUCTION I IN.09.011 I OSE/28N I 1

447

464

492

588

1000080366

10001 4561 2

RSC 140

RSC 140

RSA 50x50~6

-

-

RSC 140

RSC 140

RSC 140

RSC 160

[t. WVubJ'

-7 A k

rn 26.72

I 0

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

-

-

-

-

1000062629

0

bl~) &A\ & b u \ - h b JU REV

STD-2-3604-001-A3-C - TYPE 6041 1 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

1 26.02.11

WorleyParsons - Arabian Industries (JV) - P R O J E C T DRAWING REVISION

26.02.11

DATE

1 GCS

I CONTRACTNO.: C3110606 I PRoJNo.: PAIP00405 1 1 I

GCS

DRAWN BY

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

I I I I I I

: NIMR AREA

I KBR

0 1 2 3 4 5 6 7

I 1

SUB AREA : NIMR SLUDGE PIT SYSTEMS

KBR TEAML.

DESCRIPTION

I I NIM 2 1842 01 8 D Q ~ 3 ( A

I GSB

Petroleum Develo~ment Oman

No. 16

1 -

NOTES

GSB J.ENG.

*'&> (j

AREA 1.1 . i s DRAWlNG NUMBER

I I I l l 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\21842018-DQ.dwg-GCS-27/02/11-10: 00: 19

CHECKED

I ISSUED FOR COMMENTS

DRwG.PIPE :PIPE SUPPORTS

REFERENCE DRAWINGS

'

REV

ISSUED FOR COMMENTS

DEscRlPmoN :P IPE GUIDE DETAILS

DRWG

DESCRIPTION

I IN.09.011

AREA CODE

)OSE/28NI IN.09.011

ENG SECT

WS NO.

I

SERIAL NUMBER

P D 0 APPROVAL

OSE/28N PROJ. ENG.

DWG SIZE

SHEET

SIGNATURE

PROJ CODE

5-TI 0-2-200 (B)

( 2 2 2 Nos. REQD)

(FOR LOCATION REFER PIPING G.A. DRG NO. NIM-3-2126-001 TO 013-DQ-1)

P !? - - - d FLAT 100x10

SECTION B-B

- - - - I

SECTION C-C

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. FOR BAR BENDING SCHEDULE REFER DRG. No. NIM-2-1842-021-DC-4 D , W G . ~ E :PIPE SUPPORTS-SLEEPER DETAILS


M T O


SAP No.

N.A.

N.A.

N.A.

1000062581

1000062571

N.A.

N.A.

UNITS

m3

m3

K g

m

m

m2

m2

DESCRIPTION

BLINDING CONCRETE

CONCRETE GRADE 3 5

REINFORCEMENT STEEL

FLAT 100x10

FLAT 2 5 x 6

PROTECTIVE COATING


PARSONS File name: W: \ 2 _ C l ~ l L \ C - 3 1 0606(E~C)\PAl~\PAlPO0405-DQ\LAUNCHER AREA\^^ 842020-DQ.dwg-GCS-27/02/11-10: 00: 20

DESCRlPllON : S L- 0 0 1

QUANTITY

12.21

61.61

51 44.30

88.80

66.60

737.05

244.20

NO NIM 2 1842 020 DQ 3 A

UL) &&I OISLdI - >*>L ddJ (- WorleyParsons - Arabian Industries (JV) BAR BENDING SCHEDULE

JOB NO.: PAIP00405 Document No.: N1M-2-1842-021-DQ-4 PART ID.: PRODUCTION STATION Revision No.: A

SL-001 Prepared by: GCS Checked by: PNG %y


Total Weight (Kgs) 5144300

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

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

Designation

SL-001

T6

Bar Mark

1 2 .

3 4

T8

Type &

Size

TI0 T10 --.

TI0 TI0

--

- - ---

- - -

TI0 8297.25

5144.30

- ~ -

- . -

- --

-.

- . . .

-

- - .- -.

-- -

Nos. Reqd

222 222 222 222

TI2

-. -

-

. - -

No. of Bars in

each

10 10 8 5

TI6

-

Total Nos.

2220 2220 1776 1110

T20

I

.-

--

-

Length of each Bar

t 1075 975 1250 1375

T25

.

T32

Shape code

21 ~~~~~~

21 21 51

1

A'

150 150 150 200

B '

800 700 750 400

-- -

- - - -

C '

150 150 370

-.

-

--

- -

D" E/R'

--

I I DESCRIPTION I QUANTITY 1 UNITS I SAP No. I

1 FLAT 100x10 /----

1 A~ 1000 - 1 - I CONCRETE GRADE 35 1 24.42 1 m3 I N.A. 1

BLINDING CONCRETE

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

REINFORCEMENT STEEL

FLAT 100x10

FLAT 25x6

I PROTECTIVE COATING 1 239.60 1 m2 I N.A. I

3.60 m3 I N.A.

2016.33

59.40

39.60

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

I I I

1 4-T10-2-200 (T)

Kg

m

m

4-TI 0-2-200 (B)

N. A.

1000062581

1000062571

m2 1 N.A. 1000g POLYMENE SHEET

SL -002 (66 Nos. REQD)

71.30

SECTION B-B

(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

SECTION C-C APPROVED FOR CONSTRUCTION

SECTION A-A

1 A 0

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

27.02.11 26.02.11

( bb) &$I CI~WI - $A SJJ WorleyParsons -Arabian Industries (JV)

SUB AREA :N IMR SLUDGE PIT SYSTEM UPGRADE NO. 16 & ' (j 'g' Petroleum Develo~rnent Oman

GCS JRP

REV


D R w G . m E :PIPE SUPPORTS-SLEEPER DETAILS

1 DESCRlPTlON : S L- 0 0 2

'2&- - KBR

P R O J E C T DRAWING REVISION

DATE

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 \ L A U N C H E R AREA\21842022-DQ.dwg-GCS-27/02/11-10: 00: 20

GSB

DRAWN BY

DWG SIZE

DRWG


TEAML

- REV. SERIAL

NUMBER AREA CODE

IN.09.011 IN.09.011

J.ENG.

SHEET ENG SECT

OSE/28N OSE/28N

CHECKED

PROJ CODE

PROJ. ENG. DESCRIPTION

SIGNATURE WBS No.

P D 0 APPROVAL

-LA) ++I ijlSCLall. >*,L &,J ( - c WorteyParsons - Arablan lndustnes (JV) BAR BENDING SCHEDULE


SL-002 Prepared by: GCS Checked by: PNG %-.



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

Sheet No 1 of I

M T O

135 x 135 T-SECTION

8 0 0 - + - - - -

SLG-001 SECTION B-B ( 9 0 Nos. REQD)


TOS EL. t 0 . 4 0 0

SECTION C-C

OR EQUIVALENT (TYP) CONSTRUCTION

1000g POLYTHENE SHEET SECTION A-A

DESCRlPllON P D 0 APPROVAL

RSA 5 0 x 5 0 ~ 6 I ALTERNATELY

SPACED 0 tn EITHER SIDE OF M I 'T' - SECTION

I I I

'T' - FIXING DETAIL DETAIL-I

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 BS 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 DRWG.TYPE : PIPE SUPPORTS-SLEEPER DETAILS 7. PIPE GUIDE DETAILS REFER DRG NO. NIM-2-1842-018-DO-3

I CONTRACTNO.: C3110606 1 PROJNO.: PAIP00405 1. ALL DlMENSlONS ARE IN MILLIMETRES AND ELEVATIONS IN METRES.

NOTES/REFERENCE DRAWINGS I I N I M ' 2'1842'024~~~13l~l

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

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 R AREA\21842024-DQ.dwg-GCS-27/02/11-10: 00: 21

~z?ak&12%&i i n $ ~ ~ ~ 5 $ G BAR BENDING SCHEDULE

JOB NO.: PAIP00405 Document No.: NIM-2-1842-025-DQ-4

PART ID.: PRODUCTION STATION Revision No.: A SLG-001 Prepared by: GCS

Checked by: PNG ~9 REF. DWG NO.: N1M-2-1842-024-DQ-3 Date: 27.02.1 1

T h ~ s schedule complies wlth BS 8666 2005 All dirnens~ons are In rnm Refer to Bar shape Code drawing * Specified In rnultlples of 5 mm i Spec~fied in multiples o f 2 5 mm

Sheet No : 1 of 1

I SLG-002 SECTION B-B ( 2 8 Nos. REQD)


A'" 1130

135 x 1 3 5 T-SECTION

7

I I I . , . I NOTE: JC DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATION I

I I I I -- I

AND DIMENSIONS AT SITE, PRIOR TO FABRlCATlON/CONSTRUCTION/INSTALLATlOI I------------------J I

5-T10-2-200 (T) 5-TI 0-2-200 (B)

M T O

- - -

RSA 5 0 x 5 0 ~ 6 I ALTERNATELY

SPACED EITHER SIDE OF

M I 'T' - SECTON I

I

DESCRIPTION

BLINDING CONCRETE

CONCRETE GRADE 3 5

REINFORCEMENT STEEL

'T' 1 3 5 x 1 3 5

RSA 5 0 x 5 0 ~ 6

1-1/2" PIPE SCHED. 4 0

PROTECTIVE COATING


- - - -

I r------------------7

I

I I I I + B4

I I I I

I

- - - -

'T' - FIXING DETAIL DETAIL-1

UNITS

m3

m3

K g

m

m

m

m2

m2

QUANTITY

2.00

12.03

875 .38

19.60

29.40

19.60

120.12

40.04

135 x 1 3 5 T - SECTION

:fli 3

3

3

3 3

3 3

3 3 \t . h v L e J l

~ A z


1. ALL DIMENSIONS 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. 50rnrn COVER TO REINFORCEMENT. REINFORCEMENT TO BS 4449. 4. TANGS WELDED TO WEAR PLATE USING 6 rnm 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-2-1842-027-DQ-4 7. PlPE GUIDE DETAILS REFER DRG NO. NIM-2-1842-018-DQ-3

SAP No.

N.A.

N.A.

N.A.

N.A.

1000062629

1 0 0 0 0 6 9 2 4 0

N.A.

N.A.

SECTION C-C

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

APPROVED FOR

SUB AREA : NIMR SLUDGE PIT SYSTEM UPGRADE N O 16

Develo~ment Oman

NOTES/REFERENCE DRAWINGS DESCRIPTION : S L G - 0 0 2

OR EQUIVALENT (TYP) CONSTRUCTION

N I M 2 1842 026 I I I 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\21842026-DQ.dwg-GCS-27/02/11-10: 00: 22

IN.09.011 IN.09.011

WBS NO.

5 0 THK BLINDING CONCRETE LAID ON 1 OOOg POLYTHENE SHEET

Worley Parsons - Arabian Industries (JV)

SECTION A-A



Lh) &$I ~ b u l - $ 9 ~ ~ 4 dU SIGNATURE

GSB J.ENG.

%&. KBR

TEAML

A 0

P D 0 APPROVAL


DESCRlPllON

27.02.11 26.02.11

- CHECKED

REV

GCS JRP

DATE ORAw BY

%:iakt1!%=en1 ;n<uZ2s$$ BAR BENDING SCHEDULE


PART ID.: PRODUCTION STATION Revision No.: A SLG-002 Prepared by: GCS

Checked by: PNG REF. DWG NO.: NIM-2-1842-026-DQ-3 Date: 27.02.1 1


This schedule cornpl~es with BS 8666 : 2005 Ail d~mens ions are in mm Refer to Bar shape Code drawing * Spec~fied In rnult~ples of 5 rnm

t Specified in rnulnples of25 mm


Designation

SLG-002 --

-

-

Sheet No I of I

Total Weight (Kgs) 875 380 -(h =

T6

Bar Mark

1 2 3 4

--

T8

Type

Size

T10 TI0 TI0

TI0

-

- -- -

- - - - - -

- --

-

- .--

TI0 1411.90

875.38

~- ---

-

- --

Nos. R e q d

28 28 28

28

--

- - -- - -- -- -- - --- - - - -

-

T12

Total Nos.

336 280

336 140

- - -

- -

No. of B a r s ln

each

12 10 12 5

-- --

- - - -

----- - -. --

-- -

-

- - - -

TI6

Length of each Bar

7 1075 1275

1200 2075

--

- - -

T20

S h a p e code

21 21

21 51

--

--

-.

- -

---

--

-

-- -

T25

A'

150

150 100 250

I

-. -

.-

-

--

.-

--

-

. - -- -

---

T32

B

800 1000

750 700

----

.-

- --

-

--

-

.-

k V w

C'

150 150

370

-

---

-

--

-

- - -

D' E/R'

--

-

I I I NUMBER DETAILS DETAILS I I I

PIPE SUPPORT/ SLEEPER

I PS-001 I NIM-2-1842-029-DQ-3 1 NIM-2-1842-062-DQ-3 1 NIM-2-0992-001-DQ-1 I LAUNCHER AREA I


STEELWORK I SLEEPER/FOUNDATlON I LOCATION PLAN NUMBER

PS-032

I I I I

U BOLT DET. NIM-2-1842-064-DQ-3 PIPE CLAMP/SHOE & NIM-2-1842-065-DQ-3 LlNE STOP DETAILS

I I PlPE SUPPORT/ REMARKS SLEEPER

DETAILS

NIM-2-1842-051-DQ-3


STEELWORK 1 SLEEPER/FOUNDATION 1 LOCATION PLAN DETAILS

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

REMARKS

NIM-2-0992-001-DQ-1

SHOE GUIDE DET.

PlPE CLAMP DET.

PS- 0 2 3

DESCRIPTION

NIM-2-1842-069-DQ-3

NIM-2-1842-070-DQ-3

PS-026

PS-027

PS-028

PS-029

PS-030

PS- 031

I WBS No.

I

I I . - - . . . . . . - . . - I I WwJ WorIeyPanons -Arabian Industries (JVJ I '

D R n I r r T nRA\AllhlC RF\ /IClnhl

1

NIM-2-1842-032-DQ-3

NIM-2-1842-032-DQ-3

NIM-2-1842-044-DQ-3

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

NIM-2-1842-048-DQ-3

NIM-2-1842-051-DQ-3

R E F E R E N C E D R A W I N G S D,scRlpmo, : INDEX SHEETS

1 I I l l

L I I 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 R A R E A \ M E C H A N I C A L REQUIREMENTS\21842028-DQ.dwg-GCS-27/02/11-10:02:09

I I I I (t .fv+lm

7 h z I

7~

IN.09.011

I

OSE/28N KBR JRP 0 26.02.11

NIM-2-1842-045-DQ-3 -

NIM-2-1842-049-DQ-3

NIM-2-1842-049-DQ-3 GSB

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

NIM-2-0992-001-DQ-1

NIM-2-0992-001-DQ-1

APPROVED FOR CONSTRUCTlON

ISSUED FOR COMMENTS IN.09.011 OSE/28N w,- - GCS A 27.02.11 9- APPROVED FOR CONSTRUCTION

M T O

EARTHING BOSS

ELEVATION

I I I I

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

m l w

4-23@ HOLES

SAP No.

1000080438

10001 4561 2

1 0 0 0 0 6 2 6 3 0

100006261 0

N. A.

BASE PLATE

E 118.025 S 24.101

UNITS

rn

rn

rn

m2

PCS

DESCRIPTION

HE 140A

RSC 1 0 0

RSA 8 0 x 8 0 ~ 8

2 0 THK PLATE

EARTHING BOSS

SECTION B - B

QUANTITY

2.00

1.40

0.50

0.30

2

RSC 1 0 0 (NOT VALID FOR GUIDE SUPPORTS)

ELEVATION A-A

I APPROVED FOR I I CONSTRUCTION I I I I I I I I I

A 27.02.11 GCS APPROVED FOR CONSTRUCTION IN.09.011 OSE/28N

0 26.02.11 JRP KBR GSB ISSUED FOR COMMENTS IN.09.011 OSE/28N TEAML J.ENG. PROJ. ENG. SIGNATURE

iaY) h~dl dbCuall - $ p ~ 4 REV DATE DRAWN BY CHECKED DESCRIPTION WBS No. P D 0 APPROVAL


2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. 3. ALL STEEL WORK TO BS EN 1 0 0 2 5 GRADE S275 JR 4. PIPE SECTION TO API 5 L GR B. 5. ALL CONNECTIONS TO BE MADE USING 5 rnm CFW.


DESCRIPTION :PS-001 8c 0 0 2

I FOUNDAllON I REFERENCE I NUMBERS I T ~ P cl I

I

REINFORCEMENT P L A N

DESIGNATION

PS-024

SECTION B - B

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

DRAWING

NIM-2-0992-001-DQ-1

SECTION A - 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 : PIPE SUPPORTS-FOUNDATION DETAILS

DEscRlpmoN : PS-024 TO 027, 041 TO 044

PARSONS File name: W: \2-CIVIL\C-31 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 REQUIREMENTS\21842030-DQ.dwg-GCS-27/02/11-10: 02: 10

REQUIRED

1

- I V b LL.

100.1 50

(LA-) +&I Gk-1- $-,k Worleyparsons - Arabian Industries (JV) BAR BENDING SCHEDULE


PART ID.: NJMR SLUDGE PIT SYSTEM UPGRADE Revision No.: A PS-024 TO 027 & 041 TO 044 Prepared by: JRP

Checked by: PNG @/ REF. DWG NO.: NIM-2-1842-030-DQ-3 Date: 27.02.1 1

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

Sheet No.: 1 of I

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

ELEVATION A - A

I * * ELEVATION UNDER HOLD

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

--

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

P A R S O N S F i l e name: W: \2-CIVIL\C-31 O~O~(EMC) \PAIP \PAIPOO~O~_DQ\LAUNCHER A 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 M T O

GRD

11 0 x 8 0 ~ 8 Thk. /mi--

SEE NOTE 8 --'---7 R /

EL 100.000 1 14 + TOC EL 100.050 0 0 f v \ I I - I 1 1

I A-193 MESH FABRIC I

/ 1 I 1 1 I - 0

-+

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

(TYP)

\\ iL:k CLOSER

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

1 BLINDING CONCRETE 1 0 . 02 1 m3 1 N.A.

DESCRIPTION


RSC 1 4 0

RSA 6 0 x 6 0 ~ 6

3 THK PLATE

8 THK PLATE

A 1 9 3 MESH FABRIC

pl:l v O i D ~ ~ ~ R PLATE

GUIDE SUPPORT)

QUANTITY

0 .50

0 .60

0 .50

0.06

0.03

0.64

--- - -

CONCRETE GRADE 35

PROTECTIVE COATING

1 0 0 0 g POLYMENE SHEET

I I I- 590 - - ELEVATION A - A I

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

UNITS

m

m

m

m2

m2

m2


0.1 0

1.80

0.50

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

SAP No.

1 0 0 0 0 5 1 5 4 0

1 0 0 0 0 8 0 3 6 6

1 0 0 0 0 8 0 3 2 0

1 0 0 0 0 6 2 6 0 5

1 0 0 0 0 6 2 6 0 7

1 0 0 0 0 6 2 6 9 7

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.

m3

m2

m2

NOTES

N.A.

N.A.

N.A.


DRWG.WE : PIPE SUPPORTS

DEscRlPmoN : P S - 0 0 3 R E F E R E N C E D R A W I N G S

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 REQUIREMENTS\21842033-DQ.dwg-GCS-27/02/11-10: 02: 1 1

0 r T A ~ 0 (V

I 4 \ I TOS EL 100.966 '2 l I I \;/ i I /

EARTHING BOSS

(

ELEVATION

1. ALL DIMENSIONS ARE IN MILLIMETRES. 2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. 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

NOTES

M T O

I DESCRIPTION 1 QUANTITY I UNITS I SAP No.

I RSC 100 1 0.70 1 m 1 1000145612

1 RSA 8 0 ~ 8 0 ~ 8 1 1.05 1 m I 100062630

FEETHING BOSS I 1 I PCS I N.A.

RSC 100 (NOT VALID FOR

HE 140A

ELEVATION A-A


4-230 HOLES

BASE PLATE

SECTION B - B APPROVED FOR CONSTRUCTION

I 0 1 26.02.11 1 JRP I KBR I GSB I ISSUED FOR COMMENTS I IN.09.011 I OSE/28N I 1 A

Lb) &$I CI [SU! - $ 9 ~ ~ 4 REV DATE DRAW TEAML J.ENG. PROJ. ENG. SIGNATURE

DESCRIPSION WBS No. BY CHECKED P D 0 APPROVAL

WorleyParsons - Arabian Industries (JV) P R O J E C T DRAWING REVISION

DESCRIPTION DRWG AREA ENG SERIAL SHEET PROJ DWG REV,

DRAWNG NUMBER CODE SECT NUMBER CODE SIZE

I

DEscRlpTloN : P S - 0 0 4 REFERENCE DRAWINGS NO NIM 2 1842 034DQ 3 A

27.02.11

I I I I I l l

P A R S O N S F i l e name: W: \2-CIVIL\C-31 O~O~(EMC) \PA IP \PA IPOO~O~_DQ\LAUNCHER A R E A \ M E C H A N I C A L REQUIREMENTS\21842034-DQ.dwg-GCS-27/02/11-10: 02: 1 2

GCS % APPROVED FOR CONSTRUCTION IN.09.011 OSE/28N

FOUNDATION

PS-004

REFERENCE DRAWING

NUMBERS *TOC EL. REQUIRED .

NIM-2-0992-001-DQ-1 1 100.1 50

I PS-023 I I 1 * DENQIES, SINCE GRAI l LUEYAnON VARIES, CONTRACTOR TO VERIFY- ELEVATIONS

AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUC~ON/INSTALLATION.

I

REINFORCEMENT PLAN

I M T O PLAN (16 Nos. REQD.)

V

SEE NOTE-5,

*

DESCRIPTION


CONCRETE GRADE 35

I CEMENT SAND GROUT 1 84.18 1 lit I N.A. I


QUANTITY

1.1 5

5.94

1 20@ FOUNDATION BOLT TYPE - J5 1 64 1 PCS I N-A. I

UNITS

m 3

m 3

REINFORCEMENT STEEL

PROTECTIVE COATING

I 1000q POLYTHENE SHEET 1 23.00 1 rn2 1 N.A. I

SAP No.

N.A.

N.A.

2 2 2 2

SECTION B - B

429.65

64.30


50 THK LAID ON

Kg

m 2

N.A.

N.A.

SECTION A - A

A I 0 1 26.02.11 1 JRP I KBR I GSB 1 ISSUED FOR COMMENTS I IN.09.011 I OSE/28N I

I I 27.02.11

[THIS DRAWING IS BASED ON P.D.O. DRG. No. STD-2-3903-001 -A3-E - NPE 9031 1. ALL DIMENSIONS ARE IN MlLLlMETRES AND ELEVATIONS IN METRES. 2. CONCRETE TO BS 8110, GRADE 3 5 FOR REINFORCED CONCRETE, GRADE 3. 50rnrn COVER TO REINFORCEMENT, REINFORCEMENT TO BS 4449.

( Lh) &$I bbm\ - J ~ 3 4 & WorleyParsons - Arabian Industries (JV) .

GCS

1 0 FOR

REV

I CONTwCTNO,: C3110606 I PROJNo , : PAF'O0405

BLINDING


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

CONCRETE USING OPC.


DATE

4. ALL EDGES SHALL HAVE A CHAMFER OF APPROX. 25rnrn. 5. ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED WlTH TWO 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

IN.09.011

as2 AREA : NIMR SLUDGE P I T S Y S T E M S No. 16 6% (j 4+ 'ZJ Petroleum Develo~ment Oman

OSE/28N

DRAWN BY

7. FOR BAR BENDING SCHEDULE REFER DRG. NO. NIM-2-1842-036-DQ-4

TEAML.

I I I 1 I I

PARSONS Fi le 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 A U N C H E R AREA\MECHANICAL REQUIREMENTS\21842035-~Q.dwg-GCS-27/02/11-10: 02: 12

I DRWG.WE :PIPE SUPPORTS-FOUNDATION DETAILS

J.ENG.

D R w / AREA I E N G I SERIAL I SHE;TIPRoJIDw/REv. CODE SECT NUMBER CODE SIZE

CHECKED

PROJ. ENG. DESCRlPllON

SIGNATURE WBS No.

P D 0 APPROVAL

(bL) ulscrall- y-jb &j9

WorleyParsans Arabian lndustrbes (3") BAR BENDING SCHEDULE

JOB NO.: PAIP00405 Document No.: NIM-2-1842-036-DQ-4 PART ID.: NlMR SLUDGE PIT SYSTEM UPGRADE Revision No.: A

PS-004 TO 007,009 TO 012,014, Prepared by: JRP 015 & 018 TO 023 Checked by: PNG %?-



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

t Specified In mulliples of 25 mm

AY TOS EL 101.81 6 \I

BOS EL 100.365

ELEVATION

1. ALL DIMENSIONS ARE IN MILLIMETRES. 2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. 3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR. 4. ALL CONNECTIONS TO BE MADE USING 6rnrn CFW. 5. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION


NOTES

RSC 100 (NOT VALID FOR

ELEVATION A-A

M T O

4-230 pd HOLES TI

BASE PLATE

SAP No.

1000080438

10001 4561 2

100062630

1000062610

N.A.

DESCRIPTION

HE 140A

RSC 1 0 0

RSA 8 0 x 8 0 ~ 8

2 0 THK PLATE

EARTHING BOSS

SECTION B - B

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

I APPROVED FOR

QUANTITY

1.90

0.70

1.05

0.15

1

I CONSTRUCTION

UNITS

rn

rn

m

m2

PCS

LIZP) &$I dbU\ - $ 9 ~ ~ 4 REV A DRAY TEAML J.ENG. PROJ. ENG. SIGNATURE

DESCRIPTION WBS No. BY CHECKED P D 0 APPROVAL

Worleyparsons -Arabian lndustr ies(~v) - P R O J E C T D R A W I N G R E V I S I O N

A 0

DESCRIPTION DRAWlNG NUMBER

DEscRlPnoN : P S - 0 0 5 R E F E R E N C E D R A W I N G S

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 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 \ ~ ~ ~ ~ ~ O ~ ~ - D Q . ~ ~ ~ - G C S - ~ ~ / O ~ / ~ 1-1 0: 02: 13

. 27.02.11 26.02.11

GCS JRP

%, KBR

$! , - GSB


IN.09.011 IN.09.011

OSE/28N OSE/28N

A 27.02.11 GCS 9- APPROVED FOR CONSTRUCTION IN.09.011 OSE/28N n n r nrr + + ~ n n vnn ~ r n ""'cD FOR COMMENTS IN.09.011 OSE/28N 7

I WBS No.

3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR. 4. ALL CONNECllONS TO BE MADE USING 6rnrn CFW. 5. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION

IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2 DR,,,, : PIPE SUPPORTS

& 018 TO 023

NOS.

REQD.

1

1

g CO-ORDINATES

I I I I

PARSONS File name: W: \2_Cl~ lL \C-31 O ~ O ~ ( E M C ) \ P A I P \ P A I P O ~ ~ O ~ _ D Q \ L A U N C H E R AREA\MECHANICAL R E Q U ~ R E M E N T S \ ~ ~ ~ ~ ~ ~ ~ ~ _ D Q . ~ W ~ - G C S - ~ ~ / O . ~ / ~ 1-1 0: 02: 14

PIPE GUIDE

PG-2 -

-

PG-2 - - -

-

PG-2,6 -

2,4 & 6 -

- -

X 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

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

Y S 29.620

I E 93.290 E 93.290 S 37.820

I E 69.050

(ALONG CROSS ARM)

SUPPORT NUMBER

PS-006 PS-007 PS-009 PS-010 PS-011 PS-012 PS-014 PS-015 PS-018

ELEVATION A-A PS-019 PS-020 PS-021 PS-022 - PS-023

DIMENSION REFERENCE DRAWING

NIM-2-0992-001-DQ-1

7

* D 1641

1

ELEVATIONS

M T O

LC h"- -\ A =

E 300

I 400

I

C 100.270 100 290 100.330 100.348 100.361 100.374 100.405 100.41 8 100.438 100.458 100.478 100.498 100.512 100.51 5

A 101.816

I

SAP No.

1000080438

10001 4561 2

100062630

1000062607

100006261 0

N.A.

ELEVATION BASE PLATE

F 600

i 700

I

* B 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

UNITS

rn

rn

rn

rn2

rn2

PCS

DESCRIPTION

HE 140A

RSC 100

RSA 80x80~8

8 THK PLATE

20 THK PLATE

EARTHING BOSS


QUANTITY

26.15

8.40

16.00

0.40

2.02

14

SECTION B - B r~

ELEVATION BASE PLATE I CONSTRUCTlON

SECTION A-A [ A 1 27.02.11 1 GCS 139-1 + I APPROVED FOR CONSTRUCTION I IN.09.011 I OSE/28N I


HE 140A 3.60 m 1000080438

RSA 80x80~8 2.1 0 m 100062630

20 THK PLATE 0.30 m2 100006261 0

TOC EL 100.150 EARTHING BOSS 2 PCS N.A.

\c - w- - A 2

I APPROVED FOR

NOS.

REQD.

1 1

4 CO-ORDINATES

I 0 ( 26.02.11 1 JRP I KBR ( GSB I ISSUED FOR COMMENTS I IN.09.011 1 OSE/28N I 1 . c .. . . . . . .. . . I PROJ. ENG. I SIGNATURE

PIPE GUIDE/

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

X E 103.790 S 34.420

DIMENSION

* D 1541 1541

Y S 29.620 E 93.290

2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. FOUNDATION DETAILS I NIM 12 1 1 8 4 2 10401 DQ 13 1 AREA : IUIIVI K - Id I I

SUPPORT NUMBER

PS-008 PS-013

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

1. ALL DIMENSIONS ARE IN MILLIMETRES. I PIPE SUPPORT-INDEX SHEET I NIM 121 1 8 4 2 10281 DQ 13

3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR. 4. ALL CONNECTIONS TO BE MADE USING 6rnrn CFW. 5. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION


REFERENCE DRAWING

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

ELEVATIONS

NOTES

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

C 100.311

100.394

A 101.816 101.816

h I I L ~n

* B 100.561 100.640

n 1 7 z 4 5 6 7 SCALE : NTS CAD DRAWING

PIPE GUIDE DETAILS PlPE CLAMP/SHOE & LlNE STOP DETS.

REFERENCE DRAWINGS

DESCRIPllON

Petroleum Deselo~rnent Oman

NIM NIM

DRWG AREA ENG SERIAL SHEET PROJ DWG REV. CODE SECT NUMBER CODE SIZE

AREA

N I M 2 1842 039

2 2

I 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 \ L A U N C H E R AREA\MECHANICAL REQUIREMENTS\21842039-DQ.dwg-GCS-27/02/11-10: 02: 1 4

DRAWlNG NUMBER

S

1 8 4 2 1 8 4 2

SERIAL

0 6 6 070

SH.

DQ DQ

3 3

P S

FOUNDATION I DESlGNATiON I REFERENCE DRAWING I ~~~~~~ I * TOC E L /


REINFORCEMENT PLAN

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


PI AN . -. .. .

(2 NOS. REQ'D) 2:r 2

I I 1 I I I

P A R S O N S F i l e name: W: \2 -C IV IL \C-31 O ~ O ~ ( E M C ) \ P A I P \ P A I P 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 REQUIREMENTS\21842040-DQ.dwg-GCS-27/02/11-10: 02: 15

M T O SAP NO.

N.A.

N.A.

N.A.

N.A.

N.A.

N.A.

N.A.

DESCRIPTION

BLINDING CONCRETE GRADE 1 0

CONCRETE GRADE 3 5

CEMENT SAND GROUT

REINFORCEMENT STEEL

PROTECTIVE COATING

2 4 0 FOUNDATION BOLT TYPE - J10


2 2 2 2 (c - -- - A =

SECTION B - B

QUANTITY

0.20

1.02

11.80

73.43

10.80

8

3 .92


UNITS

m3

m3

lit

K g

m2

PCS

m 2

A 27.02.11 GCS $/r. APPROVED FOR CONSTRUCTION IN.09.011 OSE/28N

SECTION A - A 0 26.02.11 JRP KBR GSB ISSUED FOR COMMENTS IN.09.011 OSE/28N TEAML. J.ENG. PROJ. ENG. SIGNATURE

Lb) $$I db(idl1- J ~ w J ~ JU REV DATE DRAWN BY CHECKED P D 0 APPROVAL DESCRlPllON WBS No.

[THIS DRAWING IS BASED ON P.D.O. DRG. ~ o . 1 WorleyParsons - Arabian Industries (JV) P R O J E C T D R A W I N G R E V I S I O N

(LaL) & d l f i ~ ~ l . s+.",l+ &,LJ3 WorleyParsons - Arabian lndustrles (JV) BAR BENDING SCHEDULE

JOB NO.: PAIP00405 Document No.: NIM-2-1842-041-DQ-4 PART ID.: NIMR SLUDGE PIT SYSTEM UPGRADE Revision No.: A

PS-008 & 013 Prepared by: JRP Checked by: PNG %&!


Total MTO for Rebars. I ~ i a . Of Bar I T6 I T8 I T I 0 I TI2 I TI6 I T20 I T25 1 T32 1

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

Length of Bar (m) 1 90.00 19.80

Weight (Kgs) Total Weight (Kgs) 73 430

1 55.80 17 63

'FOSROC NITOCOTE PE 135' y ELEVATION \50 THK. BLINDING CONCRETE IN 2 COATS WITH GLASS MAT LAID - --- ON 1 0 0 0 g POLYTHENE OR MASTER SEAL 5 5 0 6 I SHEEl OF DEGUSSA OR EQUIVALENT

(TYP)

' E CO-ORD.

SUPPORT NUMBER

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

DIMENSIONS REFERENCE DRAWING I E * F

ELEVATIONS

D PS-016

I RSA 7 0 x 7 0 ~ 7 1 1.90 1 m I 1000080321 I

PS-017 NIM-3-2141-001-DQ-1 100.470 1 0 0 0.50 420 2 2 0 UB-2 1 REFER REFERENCE DRG. 4 2 0

M T O

-

I A 1 9 3 MESH FABRIC

NIM-3-2141-001-DQ-I 2 2 0

DESCRIPTION

1 1 0 0 0 g POLYTHENE SHEET 1 1.00 1 m2 1 N.A. I

100.470

UNITS QUANTITY

BLINDING CONCRETE

CONCRETE GRADE 35

I PROTECTIVE COATING

UB-2 100.050

SAP No.

r 3.60 1 m2 1 N.A. I

0.05

0.20

I APPROVED FOR I

1

PLAN I CONSTRUCTION I I

I

REFER REFERENCE DRG.

m3

m3

. ALL DIMENSIONS ARE IN MILLIMETRES EXCEPT PlPE SIZE. I. ALL ELEVAllONS & CO-ORDINATES ARE IN METRES. i. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR +. PlPE SECTION TO API 5L GR B. ). ALL CONNECllONS TO BE MADE USING 5mm CFW. i. ALL STEEL WORK TO RECEIVE CORROSION PROTECllON


N.A.

N.A.

' CONCRETE TO BS 8110, 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.

NOTES

TEAML J.ENG. PROJ. ENG. SIGNATURE LL~) Q J ~ I &bCud\ - JPJ~ REV DATE BY DESCRIPTION WBS No.

CHECKED P D 0 APPROVAL

WorleyParsons -Arabian Industries (JV) c P R O J E C T D R A W I N G R E V I S I O N

sue AREA : NIMR SLUDGE PIT SYSTEM

A 0

DESCRIPTION A s SERIAL / S H / P i s ] D R W G . m :PIPE SUPPORTS

IN.09.011 IN.09.011

OSE/28N OSE/28N

27.02.11 26.02.11

UPGRADE

DRAWlNG NUMBER


NO. 1 6 1 (e ;I p&&ad> *,


GCS JRP

DEscRiPnoN :PS-016 & 017 / I NIM 2 1 8 4 2 0 4 2 ~ ~ 1 3 I ~ I

TR,. KBR

DRWG

I I I I I 1 1

P A R S O N S F i l e name: W: \2 -C IV IL \C-31 ~ ~ O ~ ( E M C ) \ P A I P \ P A I P 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 REQUIREMENTS\21842042,DQ.dwg-GCS-27/02/11-10: 02: 1 6

I

AREA CODE

GSB APPROVED FOR CONSTRUCTION ISSUED FOR COMMENTS

ENG SECT

SERIAL NUMBER

SHEET PROJ CODE

DWG SIZE

REV.

I/ <(TYP)

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

I \ \ I I 1 4 0 ~ 1 3 0 x 8 THK.

I I -+PLATE

I 1 1 1 3 ' ' SCHEDULE

I I I 4 0 PIPE

SUPPORT NUMBER

TOC EL 100.150 \ I

4-238 HOLES

71 I 1

REFERENCE DRAWING

ELEVATION

E 70.950 (FOR PS-024)

N 72.950 (FOR PS-025) --

N CROSS ARM)

1 4 0 . - - - - - 140x1 2 0 x 8 Thk. PLATE

----

ELEVATIONS

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

A

$ CO-ORDINATES

I M T O

B X Y

I RSC 1 4 0 1 1.30 1 m 1 1000080366 1

DESCRIPTION



QUANTITY

0.63

1 5 THK PLATE

8 THK PLATE

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 :

D E s c R , m & :PS-024 & 025 I I I I

P A R S O N S F i l e n a m e : W: \2 -C IV IL \C-31 ~ ~ ~ ~ ( 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 \ ~ ~ 842043-DQ.dwg-GCS-27/02/11-10: 02: 16

UNITS

rn

0.1 0

01 0

SAP No. ! 1000051 5 4 0

m2

rn2

1 0 0 0 0 8 0 2 6 5

1 0 0 0 0 6 2 6 0 7

ELEVATION A-A

4-230 pd HOLES r-qk-j

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

SECTION B - B BASE PLATE (2 Nos. REQD)

* * ELEVATION UNDER HOLD *** LOCATION SHALL BE CHECK AT SITE, BEFORE

INSTALLATION AND CONSTRUCTION OF PlPE SUPPORT

. 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 - 0 2 8

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 H E R AREA\MECHANICAL REQUIREMENTS\21842044-DQ.dwg-GCS-27/02/11-10: 02: 17

2x6-110-1-200

-200

P L A N


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 : PIPE SUPPORTS-FOUNDATION DETAILS

DEscRlPnoN : P S - 0 2 8 NOTES/REFERENCE DRAWINGS

I I I I I l l

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 H E R AREA\MECHANICAL ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ \ 2 1 8 4 2 0 4 5 - D Q . d w g - ~ C S - 2 7 / 0 2 / 1 1 - 1 0 : 02: 18

(C.!--) ir2-J) QkLrrJI - 3 ~ ~ 4 'Jis m- WorteyParsons - Arab~an Industries (JV) BAR BENDING SCHEDULE

JOB NO.: PAIP00405 Document No.: NIM-2-1842-046-DQ-4 PART ID.: NlMR SLUDGE PIT SYSTEM UPGRADE Revision No.: A

PS-028 Prepared by: J R P Checked by: PNG % &


This schedule compl~es 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


Sheet No 1 of 1

\.kW*

Total Weight (Kgs) 49 250 4 b 5


T8 11 85

4 74

T6 T I 0 46 80

29 02

TI2 1740

154s

TI6 T20 T25 T32

I M T O I I DESCRlPTlON I QUANTITY I UNITS I SAP No. I

I NOTES

RSA 8 0 x 8 0 ~ 8

8 THK PLATE

\ 180x1 20x8 THK. BASE PLATE

M I 6 DIA BOLTS

ELEVATION (2 Nos. REQD)

1.80

0.1 0

SECTION A-A (2x2 Nos. REQ'D)

4

1. ALL DIMENSIONS ARE IN MILLIMETRES. 2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. 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 5rnrn CFW. 6. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION


rn

rn2


1000062630

1000062607

Nos.

A 27.02.11 GCS QJ&. 9. APPROVED FOR CONSTRUCTION lN.09.011 OSE/28N - 0 26.02.11 JRP KBR GSB ISSUED FOR COMMENTS IN.09.011 OSE/28N

L

1000062607

TEAML. J.ENG. ( LY) &$I A ~ U I - JJUJ~ JJJ REV DATE DRAW

PROJ. ENG. SIGNATURE DESCRlPllON WBS No.


WodeyPar~on~ - Arabian lndustries(~V) P R O J E C T D R A W I N G R E V I S I O N


R E F E R E N C E D R A W I N G S DESCRlPllON :PS-029 & 045

I I I I I

P A R S O N S F i l e name: W: \2-CIVIL\C-310606(EMC)\PAIP\PAIPO0405_DQ\LAUNCHER A R E A \ M E C H A N I C A L REQUIREMENTS\21842047-DQ.dwg-GCS-27/02/11-10: 02: 19

I M T O 1 I DESCRIPTION SAP No. 1 I QUANTITY I UNITS I

I RSC 100 1 0.70 1 rn 1 10001 4561 2 I I RSA 7 0 x 7 0 ~ 7 1 1.30 1 m 1 1000080321 1 ( 8 THK PLATE 1 0.05 1 m2 1 1000062607 1 1 2 0 THK PLATE 1 0.15 1 m2 1 1000062610 1 I EARTHING BOSS I 1 1 PCS I N.A. 1 NOTE: * DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS

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

PLATE

4-230 -4 HOLES ,+--+-I

ELEVATION A-A 1

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

SECTION B - B BASE PLATE APPROVED FOR CONSTRUCTION

I 0 1 26.02.11 1 JRP I KBR I GSB 1 ISSUED FOR COMMENTS I IN.09.011 I OSE/28N I A

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

27.02.11

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

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

FOUNDATION DETAILS I N I M (2 1 1842 (0491 DQ 13

GCS

REV

1. ALL DIMENSIONS ARE IN MILLIMETRES. 2. ALL ELEVATlONS & CO-ORDINATES ARE IN METRES. 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 5 m m CFW. 6. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION


SUB AREA : NIMR SLUDGE PIT SYSTEMS 1 No, 16

w,


DATE

4 V ' i :e* 5 ++ *' Petroleum Development Oman DRWG.TYPE : PIPE SUPPORTS

f-

BY

NOTES


TEAML.

DESCRIPTION

R E F E R E N C E D R A W I N G S I 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 H E R A R E A \ M E C H A N I C A L REQUIREMENTS\21842048-DQ.dwg-GCS-27/02/11-10: 02: 19

IN.09.011

J.ENG.

AREA

OSE/28N

CHECKED

PROJ. ENG.

DRAWlNG NUMBER

S

DESCRIPTION SIGNATURE

SERIAL

WBS No. P D 0 APPROVAL

SH. P S

REINFORCEMENT PLAN

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

*TOC EL.

100.1 5 0

I

PLAN (6 Nos. REQD.)

NUMBERS REQUIRED

1

I


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


BLINDING CONCRETE GRADE 1 0 0.43 m 3 N.A.

CONCRETE GRADE 3 5 2 .40 m 3 N.A.

CEMENT SAND GROUT 31.57 l i t N.A.

REINFORCEMENT STEEL 169.62 Kg N.A.

PROTECTIVE COATING 25.21 m 2 N. A.

2 0 0 FOUNDATION BOLT TYPE - J5 2 4 PCS N.A.

POLYTHENE SHEET

2 2 2 2 .w- TAL-

SECTION B - B

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" 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 : PIPE SUPPORTS-FOUNDATION DETAILS

DEscRlPTloN : PS-030 TO 033, 036 & 037

REFERENCE DRAWING

NIM-2-0992-001-DQ-1

I

1 I I I l l

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 A R E A \ M E C H A N C A L REQUIREMENTS\21842049-DQ.dwg-GCS-27/02/1110: 02: 20

Qb) &&I G k U I - >->L dJ3 LorleyParsons - Arablan industries (JV) BAR BENDING SCHEDULE

JOB NO.: PAIP00405 Document No.: NlM-2-1842-050-DQ-4 PART ID.: NIMR SLUDGE PIT SYSTEM UPGRADE Revision No.: A

PS-030 TO 033,036 & 037 Prepared by: JRF' Checked by: PNG x y


This schedule complies with BS 8666 .ZOO5 All d~mensions are in mm Refer to Bar shape Code drawing * Specified in multiples of 5 mm i Specified In multiples of 25 mm


Sheer No 1 of 1

Dia. Of Bar Length of Bar (m) Weight (Kgs) Total Weight (Kgs) 169 620

T6 T8 43.45

17.38

T I 0 162.00

100.44

TI2 s s z o

57.80

T20 TI6 T25 T32

VIEW B-B

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

SUPPORT REFERENCE ELEVATIONS DIMENSIONS 1 NUMBER 1 DRAWING

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

EARTHING BOSS

(REF. STD-4-0305-01- 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 DRWG.TYPE : PIPE SUPPORTS

REFERENCE DRAWINGS DEscRlPmoN :PS-031 8c 0 3 2

PARSONS File name: W: \2-CIVIL\C-31 O~O~(EMC) \PA IP \PA IPOO~O~-DQ\LAUNCHER AREA\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 DRWG.TYPE :

DESCRlPTlON : P S - 0 3 3 NOTES R E F E R E N C E D R A W I N G S

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

11 0x1 4 0 x 8 THK / SUPPORT REFERENCE 1 ELEVATIONS 1 DIMENSIONS / Nos. 1 a CO-ORDINATES I TOS EL. 'A'

* * NUMBER

PS-034

SCHED. 4 0 SEE NOTE 8 I I I

DRAWING

NIM-2-0992-001 -DQ-1

GRADE

A-193 MESH FABRIC ! I ! NOTE: * DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS

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

A 100.838

\ 3 l h k . CLOSER 'FOSROC NITOCOTE PE 135' /y \ PLATE I M T O

* B 100.050

50 M K BLINDING CONCRETE ELEVA1oN "LA,, ON iooog PoLYmENE SHEET

IN 2 COATS WITH GLASS MAT OR MASTER SEAL 550

C 2 3 0

OF DEGUSSA OR EQUIVALENT

( U P )

* D 7 8 8

DESCRIPTION -


3 THK PLATE **ELEVATION UNDER HOLD 1 8 THK PLATE 1 0.06 1 m2 1 1 0 0 0 0 6 2 6 0 7 1

REQD.

1

QUANTITY

2.60

0.01

I CONCRETE GRADE 3 5 1 0.20 1 m3 1 N.A. I

'x' CO-ORD.

E 68 .500

SAP No. I UNITS I

- - -

A 1 9 3 MESH FABRIC

BLINDING CONCRETE

'Y' Co-ORD.

S 3 2 . 6 9 2

m

m2

PLAN

1000051 540

1 0 0 0 0 6 2 6 0 5

1.30

0.05

PROTECTIVE COATING

1 0 0 0 g POLYTHENE SHEET

I APPROVED FOR I [THIS DRAWING IS BASED ON P.D.O. DRG. No. STD-2-3101-001-A3-D - TYPE IO l ]

m2

m3

3.60

1 .OO

I CONSTRUCTION

1 0 0 0 0 6 2 6 9 7

N.A.

1. ALL DIMENSIONS ARE IN MlLllMETRES EXCEPT PlPE SIZE. 2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. 3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR 4. PlPE SECTION TO API 5 1 GR B. 5. ALL CONNECTIONS TO BE MADE USING 5mm CFW. 6. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION


m2

m2

I I I I I I I I A 1 27.02.11 1 GCS 1 & yl/, I APPROVED FOR CONSTRUCTION 1 IN.09.011 I O S E / ~ ~ N 1

N.A.

N.A.

I 0 1 26.02.11 [ JRP I KBR I ~ S B I ISSUED FOR COMMENTS I IN.09.011 I OSE/28N I h

TEAML J.ENG. PROJ. ENG. SIGNATURE

Lb) $$I bkul- ~ Y J Q &JJ REV DATE DRAWN BY , DESCRlPllON WBS No. CHECKED P D 0 APPROVAL

Worleyparsons - Arabian Industries (JV) P R O J E C T D R A W I N G R E V I S I O N



PAINT STEEL SURFACE WlTH ASPHALT. APPLY ONE WRAP OF 1Omm Thk. FELT. PAINT WRAPPED FELT WlTH ASPHALT.

SUB AREA ,NIMR SLUDGE PIT SYSTEMS Petroleum Development Oman

:PIPE SUPPORTS

,PS-034 & 035

DESCRlPllON AREA S SERIAL SH. P S DRWG.TYPE

DRAWlNG NUMBER

DRWG AREA CODE SECT ENG NUMBER SERIAL SHEET PROJ CODE SIZE DWG REV

I I 1 1 I I I

I / NIM 2 1 8 4 2 0 5 3 ~ ~ 1 3 I ~ I NOTES R E F E R E N C E D R A W I N G S DESCRlPllON

I I I I I I l l

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 E R A R E A \ M E C H A N I C A L REQUIREMENTS\21842053-DQ.dwg-GCS-27/02/11-10:02: 22

BASE PLATE

SECTION B - B

/ SUPPORT I REFERENCE I ELEVATIONS I DIMENSIONS I p l p ~ / NOS. I 4 CO-ORDINATES I I , ., -

I NUMBER I DRAWING A I * B I C I * D GUIDE I REQD I x Y 1

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

M T O I QUANTITY / UNITS I SAP No.

1 RSC 1 0 0

ARM) ( 2 0 THK PLATE 1 0.30 1 rn2 1 1000062610 1 - --

EARTHING BOSS 2 PCS N.A. [C . b-

-t A L I


DESCRIPTION

2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. 3. ALL STEEL WORK TO BS EN 10025 GRADE 5 2 7 5 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 DESCRIPTION

A 0

P A R S O N S F i l e name: W: \2-CIVIL\C-31 ~ ~ ~ ~ ( E M C ) \ P A I P \ P A ~ P ~ ~ ~ ~ ~ ~ D Q \ L A U N C H E R A R E A \ M E C H A N I C A L REQUIREMENTS\~~ 842054-DQ.dwg-GCS-27/02/11-10: 02: 23

27.02.11 26.02.11

GCS JRP

- KBR

d/ GSB


IN.09.011 IN.09.011

OSE/28N OSE/28N

TOS EL 100.850

EARTHING BOSS TOS EL 100.450

a 0 d- ELEVATION A- A

SECTION B - 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. ,,,.,, ,PIPE SUPPORTS

oEscRlP-rloN :PS-038 8C 046

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

REINFORCEMENT PLAN

I PROJ. ENG. I SIGNATURE I

PLAN

rj 3

LAID ON 1000g POLYTHENE SHEET

I n l \ L IIV MILLIML II\LJ n l v u L L L v n IIVIVJ IIV WL II\LJ. .- -- -- --- --...------ --..----,... -.. ...- .,. --,. .., ,.,..,.,,. ,.-.,---- ,,-,.,- ,.-- I AREA : NlMR 3. 50mrn COVER TO REINFORCEMENT, REINFORCEMENT TO BS 4449. 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.

3 3 3 3 \c . - m -rAz

SECTION B-B I APPROVED FOR

M T O

b 1

-

- 7

- -

I WB AREA :NIMR SLUDGE PIT SYSTEMS No. 1 6 ' (j vSw

NOTES/REFERENCE DRAWINGS I / N I M 2 1 8 4 2 0 5 6 ~ ~ ( 3 I ~ (

SAP No.

N.A.

N.A.

N.A.

N.A.

N.A.

N.A.

N.A.

-

OSE/28N OSE/28N

I 1 I I I I 1

P A R S O N S F i l e name: W: \ 2 _ C l V l ~ \ C - 3 1 ~ ~ ~ ~ ( 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 REQUIREMENTS\PI 842056-DQ.dwg-GCS-27/02/1 1-1 0: 02: 24

UNITS

rn 3

rn 3

l i t

K g

m 2

PCS

PCS

DESCRIPTION


CONCRETE GRADE 3 5

CEMENT SAND GROUT

REINFORCEMENT STEEL

PROTECTIVE COATING

20@ FOUNDATION BOLT TYPE - J5

POLYTHENE SHEET

IN.09.011 IN.09.011

QUANTITY

0.12

0.70

10.52

48.97

6 .50

8

2.28

(TYP)

l o o


SECTION A-A

CONSTRUCTION

+- KBR

GCS JRP

A 0

1, ALL DlMENSlONr ADDC ILI I l l 1 1 I L I r l D r C "In "1 C \ l A l l n L l C I N I ICTDCC I SCALE: 1.70 CAD DRAWING

F@( $/ GSB

27.02.11 26.02.11

&A) &$\ i51~tbd\ - jpJ4 REV DATE I DRAWN DESCRlPllON I WBS No. I

BY PUFrKFn P D 0 APPROVAL

IIVIIGJI UIJVIIJ - nnuulunn I l luuurnmru \r w l

CONTRACTNO C3110606 1 PR0J No PAIP00405 P R O J E C T D R A W I N G K t V l S l O N

IN CASE OF DEVIATIONS A MARKED UP PRINT SHALL BE SENT TO THE PROJECT ENGINEER

kz~a%m%~a~nl ~~%2~$< BAR BENDING SCHEDULE


PS-038 & 046 Prepared by: JRP Checked by: PNG w/


T h ~ s schedule complies with BS 8666 : 2005 All d ~ m e n s ~ o n s are in mm Refer to Bar shape Code drawing * Specified in multiples of 5 mm t Specltied in multiples of25 mm


Sheet No - 1 of 1


T6 T8 11.85

4.74

T I 0 46.35

28.74

TI2 17.40

15 49

TI6 T20 T?5 T32 -hlhun

7 A s

'FOSROC NITOCOTE PE 135' y ELEVATION \50 THK. BLINDING CONCRETE IN 2 COATS WITH GLASS MAT LAID ON 1000g POLYTHENE OR MASTER SEAL 5 5 0 SHEET OF DEGUSSA OR EQUIVALENI

( n p )

CO-ORD.

SUPPORT 1 REFERENCE ELEVATIONS DIMENSIONS I 'U' NUMBER I DRAWING 1 D I E I ++F I G / BOLT

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

M T O I DESCRIPTION I QUANTITY I UNITS 1 SAP No. 1

I RSA 8 0 x 8 0 ~ 8 1 2 .70 ( m 1 1 0 0 0 0 6 2 6 3 0 1

I CONCRETE GRADE 3 5 1 0.20 1 m3 1 N.A. I

A 1 9 3 MESH FABRIC

BLINDING CONCRETE

I 1000s POLYTHENE SHEET 1 1.00 ( m2 1 N.A. I I PROTECTIVE COATING 3.1 0 m2 N.A.

1.28

0.05

I APPROVED FOR I PI AN I CONSTRUCTION I

m2

m3

1. ALL DIMENSIONS ARE IN MILLIMETRES EXCEPT PlPE SIZE. 2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. 3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR 4. PlPE SECllON TO API 5L GR B. 5. ALL CONNECTIONS TO BE MADE USING 5mm CFW. 6. ALL STEEL WORK TO RECEIVE CORROSION PROTECllON


1 0 0 0 0 6 2 6 9 7

N.A.



PAINT STEEL SURFACE WITH ASPHALT. APPLY ONE WRAP OF 10mm Thk. FELT. PAINT WRAPPED FELT WIM ASPHALT.

NOTES

Petroleum Development Oman -

DESCRIPTION AREA S SERIAL SH. P S- DRWG.TYPE : PI P E SU P P OR TS DRWG AREA CODE SECT ENG NUMBER SERIAL SHEET CODE PROJ SIZE DWG REV.

ORAWNG NUMBER

R E F E R E N C E D R A W I N G S oEscRlPTloN : P S- 0 3 9 & 0 40 NO NIM 2 1842 058DQ 3 A

I I I I I I 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 C H E R A R E A \ M E C H A N I C A L REQUIREMENTS\21842058-DQ.dwg-GCS-27/02/11-10:02:25

ELEVATl ON (SCALE 1 : 10)

M T O

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

NOTES

DESCRIPTION QUANTITY

3" SCHEDULE 4 0 PIPE 2.30

RSC 140 0.40

1 5 THK PLATE 0.05

8 THK PLATE 0.08

1 6 0 x 1 4 0 ~ 8 Thk PLATE

GUIDE SUPPORT) 7

UNITS

m

rn --- m2

rn2

ELEVATl ON A- A

SAP No.

1000051 5 4 0

1000080366

1000080265

1000062607


ELEVATION C-C

1 4 0 x 1 1 0 ~ 8 THK. U3

I

-e

Ln d- M

*TOC EL '00.150 SECTION B-B

Aw- w I I I

s u B AREA : N I M R S L U D G E P I T S Y S T E M S

I I I

7 0 0

DESCRlPllON


No. 1 6

R E F E R E N C E D R A W I N G S N I M 2 1842 059 D Q

145

&Uu*S> dh 5 ++

AREA i s i E L i M . j P i s DRAWlNG NUMBER

DRWG

DEscRlPmoN : P S - 0 4 1

P A R S O N S F i l e name: W: \ 2 _ C l ~ l L \ C - 3 1 ~ ~ ~ ~ ( 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 \ ~ ~ 842059-DQ.dwg-GCS-27/02/1 1-1 0: 02: 25

-l D r

APPROVED FOR -

TEAML J.ENG.

LLY) %$I Abul - 3 ~ ~ 4 REV DATE DRAWN PROJ. ENG. SIGNATURE

DESCRlPllON W S No. BY CHECKED P D 0 APPROVAL

WorleyParsos - Arabian l n d u s t r i e s ( ~ ~ ) - P R O J E C T D R A W I N G R E V I S I O N

IN.09.011 IN.09.011

A 0

DRWG.mL : P I P E S U P P O R T S

CONSTRUCTION

OSE/28N OSE/28N

GCS JRP

27.02.11 26.02.11

I I I I I I I

AREA CODE

%- KBR

ENG SECT

41 GSB

SERIAL NUMBER


SHEET PRDJ CODE

DWG SIZE

REV.

1 M T O I DESCRIPTION I QUANTITY I UNITS I SAP No.

1 3" SCHEDULE 40 PIPE 1 1.95 1 rn 1 1000051540

I RSC 140 1 0.38 1 rn 1 1000080366

I 0 !n

TOS EL 101.094 . RSC 140 V

t 140x1 10x8 THK. PLATE

TOS EL 100.834 /

TOS EL 100.622

3" SCHEDULE

160x1 10x8 THK. PLATE

I *TOC EL 100.150

ELEVATION

I I I

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

I I I

160x110~8 Thk. PLATE

GUIDE SUPPORT)

I l l I I I I v

.A-

1000080265 15 THK PLATE

ELEVATION C-C

8 THK PLATE

E 70.900

(ALONG CROSS

0.05

rn2 0.08

\ 220x220~15 THK BASE PLATE

rn

1000062607

SECTION B-B

ARM)

ELEVATION A-A APPROVED FOR CONSTRUCTION

1 0 ( 26.02.11 1 JRP I KBR I GSB I ISSUED FOR COMMENTS I IN.09.011 I OSE/28N I A

TEAML J.ENG. PROJ. ENG. SIGNANRE ( bh) &$I CI~U\ - &U REV DATi DESCRIPTION WBS No.



2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES.

27.02.11

PARSONS File name : 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 E R AREA\MECHANICAL REQUIREMENTS\21842060-DQ.dwg-GCS-27/02/11-10: 02 : 2 6

GCS

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 5rnm CFW. 6. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION


NOTES

-

DESCRIPTION


I DESCRIPTION : P S - 0 4 2

REFERENCE DRAWINGS I I NIM 2 1842 060 DQ 3 A I I

AREA

IN.09.011

s

OSE/28N

DRAWlNG NUMBER

SERIAL SH.

CODE CODE

P SIZE SECT NUMBER

s

SUB AREA : N I M R SLUDGE P I T SYSTEMS NO. 16 .J,&mu**3> ++

- DRWG.TYPE : P I PE SU P PORTS


DRWG ENG SHEET AREA DWG SERIAL PROJ RE\

11 0 x 8 0 ~ 8 THK.

TOS EL 100.841 v

TOS EL 100.671 \I


3" SCHEDULE 40 PIPE 1.00 rn 1000051 540

2" PIPE SCHEDULE 40 0.40 m 1000051 537

15 THK PLATE 0.05 m2 1000080265

8 THK PLATE 0.05 m2 1000062607

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

4-230 HOLES

71 I I 110~80x8 Thk. PLATE

GUIDE SUPPORT)

L$ \ 220x220~15 THK BASE PLATE

11 0 - - - - P7 I I

160x1 10x8 Thk. PLATE I I I (NOT VALID FOR I I GUIDE SUPPORT)

hc< i\ 1 ,, h-/ I I

- I I I I v J.

ELEVATION APPROVED FOR CONSTRUCTION

A 27.02.11 GCS - '$1 APPROVED FOR CONSTRUCTION IN.09.011 OSE/28N

0 26.02.11 JRP KBR GSB ISSUED FOR COMMENTS IN.09.011 OSE/28N TEAML J.ENG. PROJ. ENG. SIGNANRE

h - 4 ) &$I b k u l - 34 REV DATE ORAM " DESCRIPTION WBS No. BY CHECKED P D 0 APPROVAL

Worleyparsons -Arabian lndustrier(~V) , PROJECT DRAWING REVISION

3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR 4. PlPE SECTION TO API 5L GR B. 5. ALL CONNECTIONS TO BE MADE USING 5mm CFW. 6. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION

DESCRlPllON IN ACCORDANCE WITH DOCUMENT No. SP-1246-2 DRAMNG NUMBER

DEscRlPTloN : P S- 0 4 3 NOTES REFERENCE DRAWINGS

I I 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 C H E R AREA\MEcHANICAL REQUIREMENTS\~~ 8 4 2 0 6 1 -DQ.dwg-GCS-27/02/11-10: 02: 27

REINFORCEMENT PLAN

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

PLAN (2 NOS. REQ'D)

2 2 2 2

2 2 2 2

SECTION B - B

SECTION A - A

7. FOR BAR BENDING SCHEDULE REFER DRG. NO. NlM-2-1842-063-DQ-4 D R W G . ~ E :PIPE SUPPORTS-FOUNDATION DETAILS 'DRWG AREA CODE SECT MG NUMBER SERIAL SHEET PROJ CODE DWGRE". SIZE

DESCR,P,ON :ps-oOl & 002 NOTES/REFERENCE DRAWINGS / 1 N IM ' 2' 1842'062 D Q ( ~ I A I

1 I I I I I I

PARSONS File name: W:\2-CIVIL\C-310606(EMC)\PAIP\PAIPO0405-DQ\LAUNCHER AREA\MECHANICAL REQUIREMENTS\21842062-DQ.dwg-GCS-27/02/11-10:02:27

hi=-) &Jill LkL.4- >+,b dJ3 '- * ir Worleyparsons - Arabtan lndustnes (JV) BAR BENDING SCHEDULE

JOB NO.: PAIP00405 Document No.: NIM-2-1842-063-DQ-4 PART 1D.: NlMR SLUDGE PIT SYSTEM UPGRADE Revision No.: A

PS-001 & 002 Prepared by: GCS Checked by: PNG %-?/



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

ELEVATION

I I 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 R AREA\MECHANICAL REQUIREMENTS\21842064-DQ.dwg-GCS-27/02/11-10: 02: 28

PlPE GUIDE DESIGNATION

UB-0.5 '4 " 15 21.3 8 32 40 45 30 10 -

UB-0.75 3/4 " 2 0 26.7 8 37 45 55 35 10 -

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

NOMINAL PlPE SIZE PIPE OD INCHES -MM

Nos. REQD.

DIMENSIONS

E D T C A B

PlPE CLAMP FOR DETAILS

/ K 5

\CUT FROM IPE 220/

3GA lTYP tX IPE 200

SUPPORT NUMBER

M T G I

PS-002 PS- 008

REFERENCE DRAWING

1 IPE 220 1 1.6 I m I 10001 65322 I

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

DESCRIPTION

I IPE 200 1 0.80 1 m 1 1000080437 1

PlPE SlZE NUMBER

REQD.

6"

QUANTITY


1

I 10THK. PLATE

UNITS

[ 0 1 2 6 . 0 f i 1 1 GCS 1 KBR 1 GSB 1 ISSUED FOR COMMENTS I IN.09.011 I O S E / ~ ~ N ~

SAP No.

-

A

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

Petroleum Develo~ment oman

DESCRlPllON 1 R E i s sER1AL j w. j P i.1 D R W G . w r :PIPE SUPPORTS -

m2

27.02.11

1000062608

GCS

NOTES I I NIM 2 1 8 4 2 0 6 5 ~ ~ 1 3 / ~

9 1 APPROVED FOR CONSTRUCTION I IN.09.011 I O S E / ~ ~ N /

PARSONS Fi le name: W: \2-CIVIL\C-31 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 REQUIREMENTS\21842065-DQ.dwg-GCS-27/02/11-10: 02: 29

DRAWlNG NUMBER

REFERENCE DRAWINGS

PROJ CODE

DRWG -

DEscRlPTloN , PIPE CLAMP WITH SHOE AND LlNE STOP DETAILS

ENG SECT

AREA CODE

DWG SlZE

SERIAL NUMBER

REV SHEET

I


TYPE - B UNES an TO 24"



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

I FOR LOCATION REFER PIPING GA. I

r- M T O

PG-24

PG-30


I I I I I I I I I

24"

30"

DESCRIPTION

RSC 140

RSC 100

RSA 100x1 00x1 2

RSA 50x50~6

3. ALL CONNECTIONS TO BE MADE USING 6rnm CFW. 4. STEELWORK CORROSION PROTECTION SHALL COMPLY

WlTH SP-1246-2

DEscRlpnoN :PIPE GUIDE DETAILS NOTES REFERENCE DRAWINGS

A 27.02.11 GCS &' APPROVED FOR CONSTRUCTION IN.09.011 OSE/28N 0 26.02.11 GCS KBR GSB ISSUED FOR COMMENTS IN.09.011 OSE/28N

( bi~) &$I &[SMl- j p ~ b Y/U REV DATE BY . 1 DESCRIPTION WBS No I

CHECKED P D 0 APPROVAL

[THIS DRAWING IS BASED ON P.D.O. DRG. NO. WorleyPar~ons - Arabian Industries (JV) PROJECT DRAWING REVISION STD-2-3604-001-A3-C - TYPE 6041 CONTRACTNO C3110606 1 PROJ NO : PAIP00405 IN CASE OF DEVIATIONS A MARKED U P PRINT SHALL BE SENT TO THE PROJECT ENGINEER

I SCALE : N T S CAD DRAWING

600

750

\c ' -* ? b z

QUANTlTY

-

-

-

2.20

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

SUB AREA : NIMR SLUDGE PIT SYSTEMS No. 16 #% ,*1

- Petroleum Development Oman AREA s SERIAL SH. P s DRWG.TYPE :PIPE SUPPORTS

DESCRlPllON CODE SECT NUMBER CODE SIZE

610.0

762.0

UNITS

rn

rn

rn

m

DRAWING NUMBER I I I I I - , - - n, , a n # - - r - . 7 T . , , - I I I l l

NOTES REFERENCE DRAWINGS

SAP No.

1000080366

10001 4561 2

10001 42036

1000062629

I I I I I I I

P A R S O N S F i l e name: W: \2-ClVIL\C-31 0 6 0 6 ( E ~ ~ ) \ P ~ l P \ ~ ~ l P 0 0 4 0 5 - D Q \ L A U N C H E R AREA\MECHANICAL REQUlREMENTS\21842066LDQ.dwg-GCS-27/02/11-10: 02: 29

340

150

447

464

RSC 140

RSC 140

-

-

CUT IPE 1-11 200 FROM

I I

LlNE STOP (SCALE 1: 5)

i-- M T O

NUMBER REQD.

1 1

LINE STOP

LS-2 LS-4

SLOPE

1: 200 1: 200

I APPROVED FOR I

SIZE

2" 4"

SHOE NUMBER

PS-038 PS-046

SAP No. DESCRIPTION 1 QUANTITY

IPE 200

HE 220 A

HE 300 A

10Thk. PLATE

1 I CONSTRUCTION I

REFERENCE DRAWING

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

UNITS

0.40

I I T A L I 1 I I ENC I I I PROJ. ENG. I SIGNATURE I

A 0

( LL) $41 &bm\- Jgu& IREv 1 DAE 1 DRAWN BY rurruFn DESCRIPTION 1 WBS No. I

P D 0 APPROVAL

IIVIICJ I UIJVIIJ - nluulull IIIUUJIIIGJ (V 11 1 PROJECT DRAWING REVISION I

rn

rn

m

m2

J - - - - -

CONTMCTNO C3110606 1 PROJ NO PAIP00405 IN CASE OF DEVIATIONS A MARKED UP PRINT SHALL B E SENT TO THE PROJECT ENGINEER 1, ALL DIMENSIObF A"' W ' U n I Ih4r-P '""VnT "1"' "7' I I I I I I I 1 SCALE : NTC CAD DRAWING

1000080437

10001 6561 8

10001 65651

1000062608

27.02.11 26.02.11

Y> HKL IN MILLIMLIKL~ L h u r I r l r L JILL.

2. ALL ELEVAllONS & CO-ORDINATES ARE IN METRES. 3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR. 4. ALL WELDS 6rnrn CFW. UNLESS NOTED ~ I I L ~n P I I l n o r IT cv 5. ALL THESE SHOE DETAILS ARE APPLICABLE ONLY FOR THICK WALLED

PIPES. FOR THIN WALLED PIPES USE EITHER TYPES 417 & 424 OR Petroleum Develo~ment Oman I I DESIGN A FULL SLEEM WTH A BACKING STRIP TO AVOID LONGITUDINAL I I I I I I

WELDING DIRECTLY ON PIPES. AREA S SERIAL nCCrD1DnnN

GCS GCS

"L.,,",.,, ,,-,. 16. STEELWORK CORROSION PROTECTION SHALL COMPLY WITH SP-1246-2 I I DRAWNG NUMBER I

1 NOTES

Q& KBR

REFERENCE DRAWINGS

SUPPORTS

)!? GSB

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



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

PARSONS File name: W: \ ~ - C I V I L \ C - ~ ~ 0606(EMC) \P~ lP \~~ lP00405-DQ\LAUNCHER AREA\MECHANICAL REQUlREMENTS\21842067-DQ.dwg-GCS-27/02/11-10: 02: 30 I I

IN.09.011 OSE/28N

ISSUED FOR COMMENTS IN.09.011 OSE/28N

TYPE - A TYPE - B

[FOR PIPES 1%" TO 8"] [FOR PIPES 10" TO 24"]

PlPE SHOES FOR HORIZONTAL LINES

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

V

TYPE - C TYPE - D

[FOR PIPES 1%" TO 8"] [FOR PIPES 10" TO 24"]

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 WELDS 6mm CFW. UNLESS NOTED

SUB AREA :

A BACKING STRIP TO AVOID LONGITUDINAL DRWG.TYPE :

PlPE SHOES FOR SLOPING LINES

TYPE - A [FOR PIPES 2" TO lo"]

TYPE - B [FOR PIPES 12" TO 18"]

TYPE - C [FOR PIPES 20" TO 24"]

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

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

I M T O I


DESCRIPTION

12x30 BAR

RSA 5 0 x 5 0 ~ 6

- -


( LL) &(CuI - j p 3 4 dU REV DATE BY CHECKED DESCRlPllON WBS No.

P D 0 APPROVAL


UNITS

m

rn

QUANTITY

0.35 -

A 0

3. ALL CONNECTIONS TO BE MADE USING 6mm CFW. 4. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION s u B AREA : NIMR SLUDGE PIT SYSTEM

IN ACCORDANCE WITH DOCUMENT NO. SP-1246 DRWG.TYPE :

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 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 \ ~ ~ B ~ ~ ~ ~ ~ - D Q . ~ W ~ - G C S - ~ ~ / O ~ / ~ ~ -1 0: 02: 31

SAP No.

10001 32250

1000062629

27.02.11 26.02.11

GCS GCS , /

KBR GSB APPROVED FOR CONSTRUCTION ISSUED FOR COMMENTS

IN.09.011 IN.09.011

OSE/28N OSE/28N

LOAD BOLT qy,

ELEVATION

[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

I NOTES

VIEW A-A


I A 1 27.02.11 / GCS I & 1 APPROVED FOR CONSTRUCTION 1 IN.09.011 1 OSE/28N I

Nos.

REQD.

-

-

-

-

-

-

-

12

-

0 26.02.11 GCS KBR GSB ISSUED FOR COMMENTS IN.09.011 OSE/28N TEAML J.ENG. PROJ. ENG. SIGNATURE

( LL~) $41 &bCud\ - $pJk & REV DATE DRAW DESCRIPTION WBS NO. BY CHECKED P D 0 APPROVAL

WorieyParsons - Arabian Industries (JV) PROJECT DRAWING REVISION

BOLTS

DIA x Lg.

M12 x 45

MI2 x 45

MI2 x 45

M12 x 45

MI2 x 45

M20 x 65

M24 x 75

M24 x 75

M24 x 75

su ,ME* ,NIMR SLUDGE PIT SYSTEMS No. 1 6 i( '% Petroleum Develooment Oman

DESCRlPTlON AREA s SERIAL / S H P / S DRWG.TYPE :PIPE SUPPORTS

PIPE OD

21.3

26.7

33.4

48.3

60.3

88.9

114.3

168.3

219.1

DIMENSIONS

DRAWlNG NUMBER

REFERENCE DRAWINGS ,EscRl,,oN , PIPE CLlP (HEAVY) DETAILS

+

DRWG AREA ENG SERIAL SHEET PROJ DWG REV CODE SECT NUMBER CODE SIZE


PC-0.5

PC-0.75

PC-1

PC-1.5

PC-2

PC-3

PC-4

PC-6

PC-8

W x T

25 x 5

25 x 5

25 x 5

40 x 6

40 x 6

40 x 6

60 x 10

65 x 12

65 x 12

NOMINAL PlPE SIZE

I I NIM 2 1842 070 DQ 3 A I I

C

12

12

12

16

16

20

2 4

28

28

A

32

32

38

50

58

85

96

135

160

INCHES

'/2 "

,/4 "

1"

1 '/2 "

2"

3"

4"

6"

8"

I I I I I

PARSONS File name: W: \2-CIVIL\C-31 ~ ~ ~ ~ ( 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 REQUIREMENTS\21842070LDQ.dwg-GCS-27/02/11-10: 02: 3 2

B

51

51

57

7 0

85

110

127

175

200

MM

15

20

25

40

50

80

100

150

200

5 PLAN

GRD EL 100.000

(TYP SECTION B-B


5 0 THK BLINDING IN 2 COATS WITH GLASS MAT CONCRETE LAID ON 1000g POLYHTENE SHEET

SECTION A-A

,,w,.m, : CIVIL DETAILS

NOTES/REFERENCE DRAWINGS MASTER DRAWING RE

PARSONS File name: W: \ 2 _ C l ~ l L \ C - 3 1 O~O~(EMC) \PA IP \PA IPOO~O~_DQ\LAUNCHER AREA\21843001 -DQ.dwg-GCS-27/02/11-10: 00: 2 2

M.T.O. 1 WANTlTY UNITS SAP No.

FOUNDATION PLAN

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

SECTION D - D (SCALE 1:10)

SECTION A-A SECTION B-B

M T O

REFERENCE DRGS: -

-5 PLAN

o 1 ( 2 NOS. REQ'D) I

SAP No.

N.A.

N.A.

N.A.

N. A.

N.A.

N.A.

N.A.

1. GEN.NOTES, LEGEND & ABBREVIATIONS (CONG.) - - NIM -2-1841 -001 -DQ-3 2. PLATFORM P I DETAILS. - - - . - - - - - . - - - - - - - - - - NIM -2-1844-001-DQ-1 3. FOUND BOLTS . . . . . . . . . . . . . . . . . . . . . . . . . . - STD - 2 - 3 9 5 0 - 0 0 1 -00-3 4. BAR BENDING SCHEDULE - - - - - - . - - . - - - - - - - . - NIM -2-1844-003-DQ-4 5. FOUNDATION LOCATION PLAN- . - - - . - - - - - - . - - - NIM - 2 - 0 9 9 2 - 0 0 1 -DQ-1

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

UNITS

m 3

m 3

l i t

Kg

m 2

PCS

m 2

DESCRIPTION


CONCRETE GRADE 35

CEMENT SAND GROUT

REINFORCEMENT STEEL

PROTECllVE COATING

200 FOUNDAllON BOLT TYPE - J5


REINFORCEMENT PLAN

QUANTITY

0.15

0 .90

10.60

73.61

9.20

8

2.90

I SEE NOTE-2 0 7 s / 5

t-- 0

2 2 2 2

SECTION B - B


LAID ON lOOOg POLYTHENE SHEET 1 I I loo

I I

SECTION A - A

. , . - - - - -

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 0 1 2 3 4 5 6 7

CAD DRAWING

A 0

M A S T E R MARKED UP

REVISION / ,,scRlpnoN : PLATFORM FOUND

27.02.11 26.02.11

A-I ION

( Lb) $$I Lktidl- j 9 w ~ 4 &a REV DATE

NIM 2 1844 002

GCS GCS

D R A W I N G PRINT SHALL

I I V I I C J I U I J V I I J - ~ I U Y I U I I I I IUUJbI IGJ ( V W I 1 P R O J F C T D R A W I N G R E V I S I O N I

DRAM BY

BE SENT TO COASTAL DESIGN OFFICE I 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

- KBR

TEAML

CASE OF DEVIATIONS

, rurruEn

P A R S O N

3/C- I

GSB J.ENG.

DESCRlPnON


WBS No. P D 0 APPROVAL

IN.09.011 IN.09.011

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

(LL) -%$I Y ~ L - J J - >MJ'- ~ J J wor~ey~arsons - Arablan lndustrles (JV) BAR BENDING SCHEDULE


PART ID.: NIMR SLUDGE PIT SYSTEMS Revision No.: A PLATFORM-PI Prepared by: GCS

Checked by: PNG @( REF. DWG NO.: NIM-2-1844-002-DQ-3 Date: 27.02.1


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

\c - uJdLvcuY>

Tpz-


Designation

PLATFORM-PI

- --


Total Nos.

48 24 10 20

T6

Bar Mark

1 2 -

3 4

-

T8 48.25

19.30

Type &

Size

TI0 TI2

-

TS T8

Length of each Bar

t 1125 975 1975 1425

- ---

.

A"

125 200 450 450

Shape code

21 11 51 51

T I 0 54.00

33.48

Nos. Reqd

2 2

- - --

2 2

-

-

-

- .

No. of Bars in

each

24 12 5 10

B"

900 780 450 175

TI2 23.40

20 83

- -

--

-- -

- - --

C '

125

-

-

- --

TI6

- - -

- - -

- -- - -

D'

-

-

T20

E/R^

-

- - -.

T25

--

-~

- --

T32

- - -

-

- -

--

- .

-

-

- - - ---

M.T.O.

DESCRIPTION QUANTITY I UNITS I SAP No.

OF STAIR & FOUND. g k 0 1 S 2 1 . 3 0 0 =

SECTION B-B

1 7.84 1 rn2 I N.A. I

BLINDING CONCRETE

CONCRETE GRADE 3 5

CEMENT SAND GROUT

FOUNDATION BOLTS

REINFORCEMENT STEEL 1 41.04 1 kg I N.A. I

0.13

0.71

4.62

4

I POLYTHENE SHEET 1 0 0 0 q 1 2.60 1 m2 1 N.A. 1

m'

m 3

L!

PCS


N.A.

N.A.

N.A.

N.A.

REFERENCE DRGS: - 1. GEN.NOTES, LEGEND & ABBREVIATIONS (cONC.) - - - - - NIM -2-1841 -001 -DQ-3 2. FOUND BOLTS . . . . . . . . . . . . . . . . . . . . . . . . . . . STD -2-3950-001 -00-3 3. BAR BENDING SCHEDULE . - - - - - . - - - - - - . - - . - . NIM -2-1 844-005-DQ-4 4. FOUNDATION LOCATION PLAN - - . - - - - - - . - - . - - - NIM -2-0992-001 -DQ-1

I CONCRETE GRADE-35 I

I CONTRACT NO. : C3110606 I PROJ. NO. : PAIP00405 1 IN CASE OF DEVIATIONS A MARKED U P PRINT SHALL 1 I I I I I I I I

\c.-'-" -' E


BE TREATED wIm TWO COATS OF "FOSROC I 1 DEKGUARD S" WITH A DFT OF 350 MICRONS I I I I SUB AREA : NIMR SLUDGE PIT SYSTEMS I No. 16

SIGNANRE

I I I I I I I 2. ALL EXPOSED CONCRETE SURFACES SHALL

SECTION A - A

AREA : NlMR

E SENT TO THE PROJECT ENGINEER SCALE : 1 : 20 0 1 2 3 4 5 6 7

CAD DRAWING

IN.09.011 IN.09.011

OR ANY OTHER APPROVED EQUIVALENT.

1. ALL DIMENSIONS ARE IN MILLIMETRES AND

ELEVATIONS IN METRES.

N O T E S / R E F E R E N C E D R A W I N G S

#R& ;r Petroleum Develotxnent Oman

OSE/28N OSE/28N PROJ. ENG. Lb) hbm\ . $ 9 ~ ~ 4 WBS No.


A 0

-

REV

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 A U N C H E R AREA\^^ 8 4 4 0 0 4 - ~ ~ . d w g - ~ c ~ - 2 7 / 0 2 / 1 1-1 0: 00: 26

P D 0 APPROVAL


DRWG


DESCRlPllON REV

-

DATE

27.02.11 26.02.11

M A S T E R D R A W I N G R E V I S I O N IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE

I I I I I I I

AREA CODE

'@b KBR

TEAML

GCS GCS

-

APPROVED BY

DEscRipTloN : STAIR FOUNDATION MK'D SF1

CHECKED

q- GSB

J.ENG. DATE

ENG SECT

BY

-

DESCRIPTON SERIAL

NUMBER

-

WBS NO. SHEET

-

PROJ.ENG. PROJ CODE

PDO APPROVAL

SPEC.ENG. DRWG.TYPE : C I VI L D ETA 1 L S DWG SIZE

REV,

(LL) LI=L--I~- >+>b &a Worleyparsons - Arabian lndustnes (JVJ BAR BENDING SCHEDULE

JOB NO.: PAlP00238 Document No.: NIM-2-1844-005-DQ-4 PART ID.: NIMR SLUDGE PIT SYSTEMS Revision No.: A

STAIR FOUNDATION Prepared by: GCS Checked by: PNG



This schedule complies with BS 8666 : 2005 All d~mensions are In mm Refer to Bar shape Code drawing * Specified in multiples of 5 m m t Specified In mult~ples of 25 mm

Sheet No I of 1

CROSS OVER -- S 25.700

PLAN

\TOG EL 101.800 25 Thk GRATING

M.T.O.

DESCRIPTION I QUANTITY / UNITS I SAP No.

,.-- . - - RSC 180

10 THK PLATE

CROSSOVER C 0 1 ( I NO. REQD.)

CONSTRUCTION/INSTALLATION.

REF. DRGS. 1. GENERAL NOTES, LEGEND AND ABBREVIATIONS.- . . . . - NIM -2-1841 -002-DQ-3 2. TYPICAL GRATING AND TREAD DETAILS.- . . . . . . . . . - NIM -2-1841 -004-DQ-3 3. TYPICAL STAIR AND HANDRAILING DETAILS.. - - - - - - - - NIM -2-1841 -003-DQ-3 4. STAIR FOUNDATION DETAIL- - - - - - - - . - - - - - - - - - - NIM -2-1844-013-DQ-3 5. FOUNDATION LOCATION PLAN - - - - - - . . - - - - - - . - - - NIM -2-0992-001 -DQ-1 6. PIPING PLAN - . . . . . . . . . . . . . . . . . . . . . - . . . . - NIM -3-2140-001 -DQ-1

1. ALL DIMENSIONS ARE IN MlLLlMETRES AND APPROVED DRWG AREA ENG SERIAL SHEET PROJ DWG REV, REV DATE CODE SECT NUMBER DESCRlPTlON

ELEVATIONS IN METRES. CODE SIZE BY PDO APPROVAL

MASTER DRAWING REVISION DEscRlpTloN ,CROSS OVER-COI NO NIM 2 1844 006 DQ 3 A OTESlREFEREN CE DRA GS

pl CASE OF DEVIATIONS MARKED UP PRJN'J' SHALL SENT TO COASTAI, DESIGN OmCE PARSONS Fi le 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 E R AREA\MECHANICAL REQUIREMENTS\21844006-DQ.dwg-GCS-27/02/1110: 02: 33

1-1/4" PIPE SCHEDULE 40

1" PIPE SCHEDULE 40

25 THK. GRATING

25 THK. STAIR TREAD

M12 HSB WITH NUT & WASHER 45 Lg

MI6 HSB WITH NUT & WASHER 55 Lg

13.00

0.1 0

26.1 0

11.50

1.1 0

16

6 4

2 4

m

m 2 1000080367

1000062608

m

m

rn 2

PCS

PCS

PCS

N.A.

1000051 530

N.A.

N.A.

N.A.

N.A.

PLAN CROSS OVER - C 0 4

3450

FOUNDATION PLAN

SECTION D - D (SCALE 1: 5)

SECTION B-B (2 Nos. REQD.)

(SCALE 1: 10)

SECTION B - B SECTION A - A

J5 BOLTS

REINFORCEMENT PLAN

2 2 2 2

SECTION B - B

SECTION A - 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 350 MICRONS OR ANY OTHER

APPROVED EQUIVALENT. 6. FOUNDATON BOLTS REFER DRG. NO. STD-2-3950-001-A3

DRw.,, : C I V I L D E T A I L S

P A R S O N S File name: W: \ 2 _ c l ~ l L \ C - 3 1 ~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P 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 REQUIREMENTS\~~ 8 4 4 0 0 8 - ~ ~ . d w ~ - ~ ~ ~ - 2 7 / 0 2 / 1 1 - 1 0 : 02: 35

DESCRIPTION


CONCRETE GRADE 35

QUANTITY

0.20

1.1 1

CEMENT SAND GROUT 11.30 lit

UNITS

m3

m3

N.A.

SAP No.

N.A.

N.A.

REINFORCEMENT STEEL 94.46 Kg N.A.

PROTECTIVE COATING 11.50 m2 N.A.

2 0 ~ 3 FOUNDATION BOLT TYPE - J5 8 PCS N.A.

POLYTHENE SHEET 3.92 m2 N.A.


-L= -1 - 23-+ di9 +=-I ++I - WorleyParsons - Arablan Industries (JV) BAR BENDING SCHEDULE

JOB NO.: PAlP00405 Document No.: NIM-2-1844-009-CN-4

PART ID.: CF2 - BAR BENDING SCHEDULE Revision No.: A Prepared by: GCS Checked by: PNG */

REF. DWG NO.: NIM-2-1844-008-CN-3 Date: 27.02.11

This schedule complies with B S 8666 2005 All d lmens~ons are in mm Refer to Bar shape Code drawing * Specified In multiples o f 5 mm t Spec~fied In multiples o f 2 5 mm


Sheet No 1 of I

( c - ma - T A X



T6 TI0 118.75

73 63

T8 TI2 23.40

20.83

TI6 T2O T25 T32

I DESCRIPTION I OUANTlM I UNITS I SAP No. I

PLATFORM

HE 140 A I 8.80 I rn 1 1000080438

RSC 180 1 28.50 1 m I 1000080367

EDGE W PLATFORM-PI & P2

RSC 120

25 THK. GRATING

25 MK. STAIR TREAD

W C U M tD.v-@. 1 L +--- S 30.600 I

I I I I

1 0 % ~ PLATE I 0.30 1 n? I 1000062608

R A T 60x10 1 3.80 1 rn 1 1000132245

8.W

9.W

1 0

FlAT Box10 1 20.50 1 m I lWMXU)326

1-1/4' PIPE SCHEDULE 40 1 50.80 1 m I N.A.

rn

2 PCS

PFl I

4-2W TYPE J5 f ----+---->

1000080365

N.A.

N.A.

-

M16 HSB WlM NUT & WASHER 55 Lg

M12 HSB WlM NUT & WASHER 5 0 Lg

mt DENOTES. slNCE GRADE REVAllDN VARIES CONTRACTOR TO VERIFY ELEVATIONS CONSTRUCllON/lNSTALLATIDN. AND DIMENSIONS AT gl€. PRIOR TO FABRICATION/

W STAIR FDN. +r3~.1m-

7 2

40

OF STAIR FDN. +F~~.GF

FOUNDATION LAYOUT (FOR PLATFORM P2)

PCS

PCS

PLAN (PLATFORM MK'D ~2 AS DRAWN )

(PLATFORM P I MIRROR IMAGE)

N.A.

N.A.

FOUNDATION LAYOUT (FOR PLATFORM P I )

SECTION D - D (SCALE 1: 5)

SECTION C-C TYPICAL BASE PLATE DETAIL

(3 NOS. REO'D)

CONSTRUCTION

SECTION A-A SECTION 8 -B IN.W.Ql1 IN.W.Ql1

=/ZEN QS/W m=lm mm

- . KBA

GCS KS

A 0

NOTES :

27.0211 28.0211

~ ( U ~ ) W . Y W . > P ~ J > I N -tm

I I

R~-V%. GSB

C D D - PROJECT DRAWING RMSIDN

m CASZ OF DETWllONS h XAlUCED UP PRINT BE P R O W ~~

AWROMD FOR WSRUCMN ISSUED FWI CWYENTS

w

1. HANDRAIL SHAU BE SUITABLY MDDIFIED AT SITE TO CLEAR VALE LOCATION AND ANY OMER PIPING INTERFERENCE IF REWIRED.

--- y -

1. ALL DIMENSIONS ARE IN MILUMETRES AND aEVAllONS IN METRES.

NOTES

Worlrlpowm-Arab!i~n lndvsbin (JY) CohrmAnNO. C3110606 1 PRO1 N O . PAIP00405

PARSONS Flla "oms: W:\2-CIVIL\C-310606(EMC)\PAIP\PAIPW4051,O\LAUNCHR AREA\MECHANICAL REOUIRUIENE\21~440104(l.dwg-GCS-27/02/11-102: 3 6

PIPING PLAN STAIR FWNDATlON MKD - SF1

3 2

NIM NIM

FWNDATlON DETAILS FWNDATION LLXATlON PLAN TYPICAL DETAIL W GRATlNG TYPICAL DETAIL W STAIR 6r HANDRAIL GEN. NOTES, LEGUJD & ABBREYATIWS (STEEL)

2 2 2 2 2

NIM NIM NIM NIM NIM

2140 1844

mrmDl

1844 0992 1841 1841 1841

W l 013 011 DM 004 W 3 0 0

m

REFERENCE DRAWINGS

0 0 DO

1 3

DO DQ DQ DO DQ -- *

M A S m DRAWING REVISIW m CASE OF DEVIATIONS YhffI(XD UP PRnrr SHALL BE SBPT TO COASTAL DgglGN OWICE

,, 7 , S m - LY

3 1 3 3 3 - ,PLATFORM MK'D-P1 & P2

N I P mm --

mUWWM ,,

n

w: 1:20 D I l J l

C y D R p T m : N M R

-- I.larnr , S T R U C T U R A L STEEL DETAILS

A wo

cmE ,EETIy.BFI, 1- Q

- -

I

NIM 2 1844010DQ

- -_ - 1

- - - - lDID1 - 1- 1- D.D

I M T O 1 DESCRIPTION 1 QUANTITY I UNITS 1 SAP No. I I BLINDING CONCRETE GRADE 10 1 0.30 1 m 3 I N.A. 1 I CONCRETE GRADE 35 1 1.70 1 m 3 1 N.A. I

I PROTECTlVE COATlNG 1 18.12 ( m2 I N.A. I

r CEMENT SAND GROUT

REINFORCEMENT STEEL

1 200 FOUNDATION BOLT TYPE - J5 1 24 I PCS I N.A. I I 1000o POLYMENE SHEET I 6 1 m 2 1 N.A. I

31.58

143.27

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

REFERENCE DRGS: -

lit

Kg

1. GENERAL NOTES, LEGEND & ABBREV. (CONC.) - NIM-2-1841-001-DQ-3

2. FOUNDATION BOLTS - STD-2-3950-001-00-3

3. PLATFORM DETAILS - NIM-2-1844-010-DQ-1

4. FOUNDATION LOCATION PLAN - NIM-2-0992-001-DQ-1 5. BBS - NIM-2-1844-012-DQ-4

N.A.

N.A.

RNNFORCEM-ENT PLAN

PLAN (6 Nos. REQ'D)

I CONCRETE GRADE 35 1

JSSA I APPROVED FOR

SECTION B - B CONSTRUCTION

I I I I I I I I

A 1 27.02.11 1 GCS I & 4\/ 1 APPROVED FOR CONSTRUCTION I IN.09.011 I OSE/28N / 1 0 ( 26.02.11 1 GCS I KBR ( GSB I ISSUED FOR COMMENTS I IN.09.011 ( O S E / ~ ~ N I . I SECTION A - A

%b) &$I hbUI - $& ~ J J REV DATE TEAML J.ENG. PROJ. ENG. SIGNATURE

DESCRIPTION BY

WBS No. CHECKED P D 0 APPROVAL


Petroleum Develo~ment Oman 1. ALL DIMENSIONS ARE IN MM, LEVELS

ARE IM METERS.

I I NIM 2 1844 011 DQ

DRWG

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 H E R AREA\MECHANICAL REQUIREMENTS\21844011-DQ.dwg-GCS-27/02/11-10: 02: 37

REV

I I I I I I I

AREA CODE

DATE

MASTER DRAWING REVISION IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE

ENG SECT

APPROVED BY

DEscRlpTloN : FOUNDATION DETAILS MK'D-PFI

SERIAL NUMBER

DESCRIPTION SHEET WBS NO. PROJ CODE

p R 0 J . m . j sPEc.ENG.

PDO APPROVAL

D R w G . m E : C I VI L D ETA I L S DWG SIZE

REV.

4-b) & d l GIs-I - yp_)ii &_)J LorleyParsons - Arablan lndustrles (JV) BAR BENDING SCHEDULE

JOB NO.: PAIP00238 Document No.: NIM-2-1844-012-DQ-4 PART ID.: NlMR SLUDGE PIT SYSTEMS Revision No.: A

PLATFORM-Pl &P2 Prepared by: GCS Checked by: PNG %y


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

Designation

PLATFORM

FDN. PFI

-

Bar Mark

1 2

- -

3

-

--

-- -- -

Type &

Size

TI0 TI2

T8

- - -

- -

- - -- -

Nos. Reqd

6

6

6

.

-

No. of Bars in

each

24

12 3

-

Total Nos.

144

72

18 ---

Length of each Bar

f

925 725 1975

-

--

Shape code

21 -

11 51

--

~

-

A'

125

200 450

~

--

--

B *

700 530 450

-

-

- -- - - .

C'

125

---

-

-

-.

--

D'

---

-

-.

--

E/R"

---

M.T.O. 1

PLAN (6 Nos. REQ'D)

SECTION B-B

SAP No.

BLINDING CONCRETE

UNITS DESCRIPTION 0.39 1 mJ I N.A.

CONCRETE GRADE 3 5

CEMENT SAND GROUT


I I 7

QUANTITY

I 1 7 I

FOUNDATION BOLTS

PROTECTIVE COATING

REINFORCEMENT STEEL

POLYTHENE SHEET 1000g

REFERENCE DRGS: -

2.1 3

13.90

1. GEN.NOTES, LEGEND & ABBREVIATIONS (CONC.) - - - - -

2. FOUND BOLTS . . . . . . . . . . . . . . . . . . . . . . . . . . .

3. BAR BENDING SCHEDULE . - . . - - - - . - - - - - . - . . -

4. FOUNDATION LOCATION PLAN - - . - - - - - . - . . - . - -

1 2

23 .52

123.1 0

7.80

NIM -2-1 841 -001 -DQ-3 STD - 2-3950-001 -00-3 NIM -2-1844-014-DQ-4 NIM -2-0992-001 -D&1

rn"

~i~

( C . h *

- r P 2-


I I I 1 I I I I I

N.A.

N.A.

PCS

rn 2

kg r-8

SECTION A-A

D R w c m , :CIVIL DETAILS

D,scR,p,m : STAIR FOUNDATION MK'D SF1

N.A.

N.A.

N.A.

N.A.

pg&) (&'--) fiL-1- 23-& d,3 Worleyparsons - Arablan Industries (JV) BAR BENDING SCHEDULE

JOB NO.: PAIP00238 Document No.: NlM-2-1844-014-DQ-4 PART ID.: NIMR SLUDGE PIT SYSTEMS Revision No.: A

STAIR FOUNDATlON Prepared by: GCS Checked by: PNG



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 mult~ples of 25 mm


Sheet No. 1 of 1

Designation

STAIR

FOUNDATION

-.

-

--

Total Weight (Kgs) 123 l oo

T6

Bar Mark

1 2 3

z e Size

TI0

T12 T8

-

--

T8 86.40

34.56

Nos. Reqd

6

6 6

T10 45.90

28.46

No. of Bars in

each

6 10

9

-

-

1

T12 67 50

60 oa

Total Nos.

36

60 54

-

-.

-

- --

-

-

TI6

Length of each Bar

?

1275 1125 1600

-

-

1

-

-

T20

Shape code

21

21 51

-- -

--

-

- - -.

.~

-- -

A*

150

150 520

- -

-

--

-

--

--

-- -

-

--

(r - w- T25

----

-. -

.-

-- --

.-

- -

T32

B '

1000

450 200

-

C '

150

550

-

D'

-

E/R'

M.T.O. I I

PLAN AT FOOTING LVL.

OR MASER S U L 550 W DEGUSSA OR EWIVALENT (TYP)

1 DESCRIPION I WANllM I UNITS 1 SAP No. I

1 24-ll2-9-150 (l) 24-Tl2-9-150 (0)

PLAN AT ROOF LVL.

CONCRETE GRADE 35

BUNDING CONCRETE

POLYlHENE SHEET 1WOg 36.10

PROTECTIVE COAING 133.60

REINFORCEMENT STEEL 4399.57 N.A.

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.


SECION A-A SECTION A-A

bLu) b$l S U l >,",liJ,., W d n y P m - ARbm InduIner(JY)

C O N m C I N O C3110606 I PRDJ NO PAlP 00405

A 0

IL1

P R M C T DRAWlNG RMSION IN CASE OF DEVUTIDNS A MARKED UP F'RINT SXALL BE SENT TO THB PROJECT X N G m

27 mil B ~ l l

lum

--

- -

m GCS -- m

A

*u NlMR

- ' -- CONCRETE STRUCTURE - " m m - I*Ymm

BBS STANDARD BAR SHAPE CODES GEN NOES. LEGEND & ABBRL-CONC PIPING GA -

-

- llYL

2 ?T 2 2

m , -

~DD- - G A & REINFORCEMENT DETAILS = C T Y Y L ~ ~ y ~ m

mE

MASTER DRAWlNG REVISION NIM ' 2 845 001 DQ 1 A DJ CASE OF DEVUTIONS MARKED UP PRWT SHALL BE SENT 10 COASTAL DFSIGN D m C E FOR ROAD CULVERT N0.5

NIM NIM NIM NlM

1 ALL DIMENSIONS ARE IN MIUMETRES AND LEMLS ARE IN METRES

1 -

m,s

KBR

PARSONS tlls noma V t \2-U~L\C-3106D6(EMC)\PAlP\PAIPW4059O\LAUNCHER AREA\21845WlJP dwg-GCS-27/02/11-1@ DO. 27

m- YM

1845 1841 1641 2126 - -

m ~ , ~ / ~ r n o v m &

- - NOES

OD2 W5 001 W 6

REFERENCE DRAWINGS

- FOR carmcnm I

IWD FOR WUYDITS - - DQ DQ DQ DQ

S L P *

- ~ ~ m l NLUml

w m os/m

1 1 1 1

4 3 3 1 - ILY

rn m S3L.w

?DO-

This schedule complies with BS 8666 2005 All d~mensions are in mm Refer to Bar shape Code drawing * Spec~fied in multiples of 5 mm t Specified in multiples of 25 mm

(&I--) &&I LilStLdl- 5- >4 Jg

Worleyparsons - Arabian ~ndustr ies (JV) BAR BENDING SCHEDULE

JOB NO.: PAIP00405 Document No.: IVIM-2-1845-002-DQ-4 PART ID.: FIELD FACILITY Revision No.: A

CULVERT NO. 5 Prepared by: GCS Checked by: PNG [@/



Sheet N o . I of 1


T6 T8 T I 0 (C - wrJAn

TAZ

T12 1897.45

1688 74

T16 T20 1097.50

2710.83

T25 T32

PLAN AT ROOF LVL.


I

I

Boo0 (W)

I

NOTE :- 1. TOC ELEVATION OF CULVERT MATCH MTH EXISTING GRADE ELEVATION

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

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

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

1 roc n * -

.

SECTION A-A SECTION A-A I I I I IN.W.OI1 IOP/2BNI I lu.w.rn1 lOP/2BN(

M.T.O.

X \ .L--

a

~ ) i u J J i i j k ~ u n l i . j ; ~ ~ ~ ~ ~ MP - 1 -1ma - II(m r*LLBID].~llllllt w -

WorleyPmnr- Anbiul lndusbin (JV) r o o -

PROJECT DRAWNG RMSION

DESCRIPTITION

CONCRETE GRADE 35

BUNDING CONCRfiE

N A

N.A

N A

r' POLYTHENE WEn lWOg 36.10

PROlECTIK COAllNG 133.60

REINFORCMDJT STEEL 4399.57

. -

LO g-

2x2-T12-3 X I N RONF.

. .

-- - - - - - -- -

/

- 1 54-no-8-150 (7- - I 54-no-8-150 (8)

I

m2 n?

kg

8 8 s STANDARD BAR SHAPE CODES GPI.NOTES, LEGEND & ABBRE-CONC PIPING GA.

SAP No

N A

N. A

W A N T I N

4080

1.90

,

1. A U DlMENSlONS ARE IN MIWMETRES AND LEVELS ARE IN MElRES.

NOTES

UNITS

Id n?

2x54-n(t5-150

2x54-DO-6-150

NIM NIM NIM

PARSONS Fllc name: W\2_CIWL\C-310606(MC)\PAIP\PAIPW405~O~UNCHER AREA\21B45003DP.dwg-GCS-27/02/11-10:00:2

- 2 2 2

NIM 2 -'I - s+ I S I

-.ID y.a

REFERPlCE DRAWNGS

1845 1841 1841

I I I L I

DO DO OQ

004 005 001

2126

MASTER DRAWlNG REWSlMJ m CASE OF DKVIARONS ~URKED UP PRINT S~ALL BB SBFT m COASTAL n m o m c l r

DO 011

MP

4 3 3

~mm, : G.A & REINFORCEMENT DETAILS FOR ROAD CULVERT N0.2A

1 - ,

- DLIsm

---

NIM ' 2 ', 845'003'DQ

-

rru: 1:25 0 1 * 1 +

c y D y m q m :NIMR

- 1

- rau*~ 1 -

ma-

A

- - aprm : L U N L K L I t 3 I K U L I U K L

- - -,..s-n-- c--8 ,en a n - ru w a r c l ~ ~ ~ m ~

- , - m , mrrm

bL) La*C*nll - 2 ~ ~ 4 42.3 pSJ& (- WorleyParsons - Arablan lndustnes (JV) BAR BENDING SCHEDULE

JOB NO.: PAIP00405 PART ID.: FIELD FACILITY

CULVERT NO. 2A

REF. DWG NO.: NIM-2-1845-003-DQ-1

Document No.: NIM-2-1845-004-DQ-4 Revision No.: A Prepared by: GCS Checked by: PNG @/ Date: 27.02.1 1

Thls schedule complies with BS 8666 : 2005 All d~mensions are in mm Refer to Bar shape Code drawing * Specified In multiples of 5 mm t Specified in multiples o f 2 5 mm

Designation

CULVERTNO.2A

Sheer No l of 1

Bar Mark

1

2 TI2 1 56 56 8625 21 375 7900 375 -

Type &

Size

T12

--

---

Nos. Reqd

1

-

--

- .- -

No. of Bars in

each

216

-

- -

---

Total Nos.

216

.- -

Length of each Bar

t 2625

-A

Shape code

21

--

-

--

-

-

~p

.. -

A'

375

-.

--

-

B^

1900 pp

-

-

-

--

C '

375

- - - .

-

-

--

D'

- -

E/R'

PLAN AT ROOF LVL.


\ 'FDSRDC NITDCDTE PE 135' IN 2 COATS M M GLASS MAT

LAID ON lOOOg POiYRlENE 750 5W OR MASlER SEAL 550 OF DEGUSSA SHEET

750 (W) (W) (-Typ)

OR EQUIVALENT (TYP) \r \-* , APPROVED FOR CONSTRUCTION

SECTION A-A SECl lON A-A I

N.09.0rl APPROM) FDR CDNSlWCna( A

m(k) b$ fikLd-Jyh& WorlqPanom- Arabian Indmbia (NJ

w m n NO.: C3110606 1 PROJ NO : PAIP OM05

OSE/M 27.0211 w-y.' GCS

PROJECT DRAWNG RMSIDN IN c m OF DEVUTIDWS A YARXED m PRINT SHALL BE 9EN1 THB PROJELT KNGINEEB

Iw.m.rni -*)

ISSUED FoR L U U E N E - 0

E"

I

- - w: D t 1 : 2 4 , , C y D l y y

*rr. :NIMR - .- '- - e G-&J&+-+

05~12W )1PI m

-

I**- 28.M11

ME

-

BBS NIM G.A. OF CULMRT NO. 1 NlM STANDARD BAR SHAPE CWES NIM

NIM

' ,DO- - ksR IYL-

GCS

y

oomr*

2 2 2 2 2

CDO-

I.larnr :CONCRETE STRUCTURE 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

S E

- I - - I

-Dclahpmcnt-

-

, L C *

----- -

NOTES

PIPING GA.

PARSONS ms name: W\2_CIWL\C-310606(olrC)\PAIP\PAlPOOU)5DQ\LAUNCHER ~RE~\21&150064Q.dwg-GCS-27/02/11-10:W:50

1845 I w ~

- DLPICm

MASTER DRAWNG REWSlON IN CASE OF DEVUTIDNS ~ h a ~ g ~ UP PRINT SHALL BE SENT TO COASTAL D B ~ ~ G W OPPICB

REFERPiCE DRAWNGS

NlM

mm - DO DO DO DO

0 1 0 D O 1

1845 1841 1841 2126 - YU lDml="A I-I""IEY.

EmT l~n1,L.E" I I- ' I M M , T

,005 W 5 W 1

- , G.A & REINFORCEMENT DETAILS FOR ROAD CULVERT No.!

1. ALL DIMENSIONS ARE IN MlUME'IRES AND LEKLS ARE IN METRES.

4 1 3 3

m- y.a

-

,

-

1 NIM ' 2 '1845'006 A

bL.) +,.dl CICCrCJI . J_IS r̂ ,L d3 (- WorleyParsons - Arab~an Industries (JV) BAR BENDlNG SCHEDULE

JOB NO.: PAIP00405 PART ID.: FIELD FACILITY

CULVERT NO. I

REF. DWG NO.: NIM-2-1845-006-DQ-1

Document No.: NIM-2-1845-007-DQ-4 Revision No.: A Prepared by: GCS Checked by: PNG Date: 27.02.1 1


T h ~ s schedule complies with BS 8666 : 2005 All dimensions are in mrn Refer to Bar shape Code drawing * Specified in multiples of 5 mm t Spec~fied In multiples of 25 mm


Designation

CULVERTNO.]

Sheet N o . 1 of 1

Total Weight (Kgs) 61 99 770

-

- . - - -- -

-- - - - - ---

-. - .-

- -- - . - -

- - - -- - --

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

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

- - - - . - -. - - -

- .- - - - .

Bar Mark

1 2

-

T6 T8 T I @

Type &

Size

T12 T12 -.

T12 2887 75

2570.10

Nos. Reqd

1

1

T16

No. of Bars ~n

each

296 56

T20 1469.50

3629.67

Total Nos.

296 56

T25

Length of each Bar

t 2625 11625

T32

Shape code

21

21

A'

375 375

B '

1900

10900

C*

375

375

D'

-

EIR*

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.


M.T.O. 1


t 1

DESCRIPTION

CONCRETE GRADE 35

BUNDING CONCRETE

PDLYIHENE SHEET 1DOOg

PRDlECTlM COAING

RFINFORCFUFNT .m

1 24-Tl2-9-150 (0 24-Tl2-9-150 (0)

PLAN AT ROOF LVL.

UNITS WANllTY

CONSTRUCTION

SAP No.

35.60

1.60

31.70

10250

39B0.W

n?

n2 iT? 1.2 ka

I

I N.A.

N.A.

N.A.

N.A.

N.A.

SECTION A-A SECTION A-A t I

IN.W.Ol1

B'L, " GCS A u + W / i 27.0211 m K D FDR CONSWC?lL%

6bKd-$p&&Jrn

IN.W.Ol1

1111 *1

WolleyParsm- Arabian lndlabis (W C O ~ C T N O : C3110606 1 PROJ.NO PAIP 00405

mop

PROJECT DRAWNG REVISION IN CASX OF DEVJATIDNS A UP PBINT BE SENT TO TEE PRDJECT ENGINEER

.DLL- KBR

l E V L w

GCS

y y 0

,Do-

28.0211

Mrn

& ISSUE0 FOR CWYLMTS - --- - ,,

- IPm

-

1. ALL DIMENSIONS ARE IN MILUMElRES AND LEVEL!? ARE IN MElRES.

w: 1:25 O , I l *

CT DRpmJF. *rsr :NIMR - PuqF

- - 010 0 0 8 0 0 5 W 1

PARSONS me "oms: W.\~ClVIL\C-310606(EMC)\PAIP\PAIPOO405DQ\LAUNCHER ~REA\21~450099~.dw~-GCS-27/02/11-10:DD.32

- oln

m w ylla

2 A U MPDSED CONCRETE SURFACES W A U BE TREATED WIM TWO COATS W 'FOSRM: DMGUARD S? WIM A D F l W 350 MICRONS OR ANY OMER

- m-

MASTER DRAWNG REVISION IN CASE OF DKVIARDNS UP PRWl SEALL BE SEW TO COASTAL D m G N O w r c E

- - - ."

NIM NIM NIM NIM NIM

BBS G.A. OF CULMRT NO. 2 STANDARD BAR SHAPE CODES GEN.NOTES. LEGEND L ABBRE.-CONC PIPING GA.

DO DO DO D O 3

O l l D O l

NOTES

-- ,CONCRETE STRUCTURE - :G.A & REINFORCEMENT DETAILS FOR ROAD CULVERT N0.2

- - 2 2 2 2 2

REFERENCE DRAWNGS

~ D r r a h p m m t O m a n

.-& l~l-'&l-l-mrn. I i-= * , I

4 1 3

1845 1845 1841 1841 2126

llE*

- '

A

- 1 , NIM' 2 0 0 9 ~ ~

k ~ ~ a k ~ ' ~ ~ a ~ ~ in2ui~'Z$~ BAR BENDING SCHEDULE

JOB NO.: PAIP00405 PART ID.: FlELD FACILITY

CULVERT NO. 2

REF. DWG NO.: NIM-2-1845-009-DQ-1

Document No.: NIM-2-1845-010-DQ-4 Revision No.: A Prepared by: GCS Checked by: PNG @/ Date: 27.02.1 1


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

Designation

CULVERTN0.2

Bar Mark

1 2

Ty&pe Size

TI2 T12

-

Nm.

Reqd

1

1

No. of Bars in

each

188 56

Total Nos.

188

56

Length of each Bar

t 2625 7625

Shape code

21 21

A*

375 375

B '

1900 6900

C '

375 375

D' EIR*

PART PLAN (2 Nos. REO'O)

I TOC E l t 1 450

-" v

- '

i GRD E l 0.W

- -

n n- ur \- \W

COMPACTED SAND R U N G SHAU BE IN ACCORDANCE WlTH PD&ERD-17-01, PART-S

SECTION A - A (SCALE 1:M)

APPROVED CONSTRUCTION FOR

I I I

l o r n (PIP) (N?)

PLAN AT FOOTING LVL. (2 Nos REW)

I 3500 I

SECTlON A-A SECTION A-A

PARSONS Fllr nome: W: \2-Cl\nL\C-310606(EMC)\PAIP\PAIP00405DO\LAUNCHER AREA\2184501290.dwg-GCS-27/02/11-1 W: 34

I DESCRIPTIMJ I WANllTY I UNITS I SAP No. I I I I

CONCRETE GRADE 35 I 106.60 1 IT? [ N.A.

BUNDING CONCRETE I 4.W 1 IT? I N.A.

1 24-512-9-150 (l) 2CT12-9-150 (B)

PNYTHENE SHEET lODOg

PROTECllK COAllNG

PLAN A T ROOF LVL.

APPROVED FOR

REINFORCEMENT STEEL 11891.70 kg N.A.

94.20

390.60

I?

n?

N.A.

N.A.

BAR BENDING SCHEDULE

JOB NO.: PAlP00405 PART ID.: FIELD FACILITY

CULVERT NO. 3 & 4

REF. DWG NO.: N1M-2-1845-012-DQ-1


Total Weight (Kgs) 11x91 670

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

1 BENCHI $ co-oyDNATEs I DATUM LEVEL REFERENCE A DRAWING REMARKS

MK No. X-CO-ORD. Y-CO-ORD.

' \ 6.0 SCHED 40 LINE PIPE, 650 Lg CAST INTO BASE & FILLED WITH GRADE 35 CONCRETE

I I I I I

BM-1 N 00 .000 E 00 .000 100.150 MSL NIM-2-0992-001-DQ-1 PIG LAUNCHER

NON FERROUS

-1, DATUM LEVEL A CONCRETE

DESCRIPTION QTY.PER UNITS BENCH MK

SAP. No.

CONCRETE GRADE 3 5 N.A.

6'. DIA. SCHED 4 0 PIPE 1 0 .65 1 m 1 1 0 0 0 0 5 1 5 4 9 ]

IDENTIFICATION TABLET 1 PCS N.A. I

'12x1 00 M.S.BAR 0 .20 m 10001 3 3 5 2 0

1 0 DIA. M.S.BAR 0 .60 m 10001 3 3 5 7 7

500G POLYTHENE SHEETING 2.44 m 2 N.A.

DESCRlPTlON

1. ALL DIMENSIONS ARE IN

REFERENCE DRAWINGS DEscRlpTloN BENCH MARK DETAILS MK'D

I I I I

PARSONS File name: W: \ 2 - C l ~ l ~ \ C - 3 1 ~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O ~ ~ ~ ~ ~ D Q \ L A U N C H E R AREA\21846001 - ~ Q . d w g - ~ ~ ~ - 2 7 / 0 2 / 1 1 - 1 0: 00: '35

M.T.O. I I I DECRIPTION I W A N l l M I UNITS I SAP No. 1

1' PlPE SCHEDULE BO 1 1.20 1 rn 1 1000051531

STANDARD WINDSOCK

1/2' PIPE SCH.80 ( 0.40 1 rn I 1000051525

6 THK PLATE I 0.10 1 d 1 1000062606

8

- -

1 1/2'-SCH. 80 PlPE

12 MK PLATE 0.06

REDUCER-2'rl 1/2' 1 1 ho.

6 MK. PLATE W E E

d 1 100M)626W

REDUCER-3.~2'

PUT PIN 3rnm 0

M12-100 LG BOLTS

MNDSOCK i i

- TO 1'-250 LG PlPE

REDUCER-1 1/2'x1' I 1 No. 1 - 1 1000053063 -

REDUCER

2'-SCH. 8 0 PIPE

1' SCH. 80 PlPE [ i [I

1000053073

1 No.

1 No.

6 Nos

1 No.

3'-SCH. 80 PlPE

DETAIL-B

i

SECTION 1 - 1

- - -

Pcs.

@ & ;;

I I 12 0 TAP HOLE 3 PLACES.

DETAIL-A

10000530Bl

N A

N A

1000468729

1W LG.

SECTION 2 - 2

'FOSROC NlTOCOTE IN 2 CDATS WITH (PIP)

I 50 THK. BUNDING CONCRETE

ELEVATION (1 No REQD.)

~ A L APPROVED FOR CONSTRUCTION

PLAN

WNTWCTNO : C3110606 ( PRW.NO . PAIP I I I 1 I I I I I I I I I I

I 5. GRADE ELEVAllDN 1W.DOD m. IS EWAL TO Fl HDLD ABDM M . I L FOUNDANIN LOCAllON PLAN NIM 2 0992 W l DO 1 4. ALL EXPOSED CONCREE WRFACE SHALL BE lREATED WITH 2 COATS OF 'FDSROC DEKGUARD S' WTH A DFT OF 3 5 0 MICRONS GENERAL NDTES k ABBREVATIDNS (STEEL) NIM 2 1841 W 2 DO 3 ,FIELD F A C I L I T Y lo 16

-

3. A U EDGES SHAU H A M A CHAMFER OF APPRDX. 25mm GENERAL NOTES k ABBREVATIONS (CDNCRETE) NIM 2 1841 W 1 DO 3 - - - - - - 2 SEEWORK/PIPEWDRK TO BE PAINTED TO SP-1246-2 PCS-1 FINISH CDLOUR WHITE - - -m :CIVIL D E T A I L S - - I - . L ? *

m mn Dmrrm - 7 >. A U WaDlNG IS 6 7HK.CDNT.FlLLfT UNLESS OTHERWISE SPECIFIED -Y..D ).OD-

---..-- -- ...-. ,-- MASTER DRAWING RMSIDN - , W I N D S O C K DETAILS NOTES I KVLKLNLC UKAWlNL-3 I IN CASE OF DKVIATJDNS m m ~ UP PRINT SEU BE SENT m CDASTAL D B ~ G W OFFEE I I I I I 1

PARSONS Fllc nome: W\2_CIWL\C-3lD8ffi(UrC)\PAIP\PAIP004051,O\LAUNCHER AREA\21&)60D240.dwg-GCS-27/02/11-10:D~36

PINo. SLEEPER W E 01 1 C A- ,

THIS DRAWING 1s BASED ON 0

PLANT N O R M TRUE

PLANT NORTH

I PLANT NORTH ] I

ABBREVIATIONS LEGEND ABBREVIATIONS 1.0 GENERAL NOTES 4.5 ALL EDGES OF EXPOSED AND BURIED CONCRETE MEMBERS SHALL HAVE CHAMFER OF APPROXIMATELY 25rnrn. 1.1 A U WORK SHAU BE CARRIED OUT IN ACCORDANCE WlTH CONSTRUCTION ROCK FILL

WELL GRADED COMPACTED SAND

BLINDING LAYER 5 0 rnrn THK.

A B DENOTES

A L T

A P P R O X

B TF

B O C

B O S

ft CTC

CONC

D I A

DWG / D R G

E F

E L / E L E V

ES

F F

F F L

F P

F D N / F O U N D

GR D

G L

H P

ID

L G

L P

ANCHOR BOLTS

ALTERNATE

APPROXIMATE

BOTTOM FACE

BOTTOM OF CONCRETE

BOTTOM OF STEEL

CENTRE LINE

CENTRE TO CENTRE

CONCRETE

DIAMETER

DRAWING

EACH FACE

ELEVATION

EVENLY SPACED

FAR FACE

FINISHED FLOOR LEVEL

FIXED POINT

FOUNDATION

GRADE LEVEL

GROUND LEVEL

HlGH POINT

INSIDE DIAMETER

LONG OR LENGTH

LOW POINT

O D

PTFE

R A D

R E V

S C H E D

SECT/SEC

S P

STGD

TF

TOC

T O G

TORC

T O S

T Y P

OUTSIDE DIAMETER

POLYETRAFLUORETHYLENE

RADIUS

REVlSlON

SCHEDULE

SECTION

SLIDING POINT

STAGGERED

TOP FACE

TOP OF CONCRETE

TOP OF GRATING

TOP OF ROUGH CONCRETE

TOP OF STEEL

TYPICAL

CONTRACT AND / OR CIVIL AND BUILDING CONSTRUCTION SPECIFICATIONS SP-1279 AND GUIDE TO CONCRETE CONSTRUCTION SP-1282. 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.

1.2 A U DIMENSIONS ARE IN MILLIMETERS EXCEPT FOR PlPE SIZES WHICH ARE SHOWN IN INCHES.

1.3 ALL ELEVATIONS ARE IN METERS AND RELATED TO DATUM ELEVATION OF 100.ODO STYROFOM OR OTHER INSULATING MATERIAL 2.0 EXCAVATION, TRENCHING AND BACKFILL 4.7

2.1 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.

NOMINAL COVER TO AU REINFORCEMENT (INCLUDING LINKS) UNLESS SPECIFIED OTHERWlSE SHALL BE FIBRE MAT OR

BUllDlNG PAPER

SLOPE 1) FOUNDATIONS, COLUMNS, BEAMS. SLABS AND WALLS IN CONTACT - 5 0 rnrn

WITH SOlL OR EXPOSED TO WEATHER.

2) COLUMNS, BEAMS AND WALLS NEITHER IN CONTACT - 4 0 rnrn WITH SOlL NOR EXPOSED TO WEATHER.

3) BUILDING FLOOR SLABS & ROOF SLABS - 2 5 rnrn CHEQUER PLATE

BS SElM SIZE 50.00 rnrn 9.50 rnrn 5.00 rnrn 2.00 mrn 425 u r n 75 4 r n

GRATING

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

UNLESS NOTED OTHERWISE ON M E DRAWING FOUOWING MINIMUM LAP LENGTHS SHALL BE USED.

HOLE

POCKET OR RECESS

ELECTRICAL TRENCHES

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.

2.2 A U UNDERGROUND CABLES EXCEPT EARTHING CABLES SHALL BE LAlD AT A MINIMUM DEPTH OF 600rnrn.

2.3 INSTRUMENTATION CABLES SHALL NOT BE LAlD IN THE SAME TRENCH WITH POWER AND LIGHTING CABLES.

2.4 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.

2.5 WHERE CROSSING OF INSTRUMENTATION WlTH POWER AND LIGHTING 4.9 CABLES IS UNAVOIDABLE,INSTRUMENTAllON CABLE SHALL BE LAlD ABOM AND SHAU BE KEPT AT A MINIMUM DISTANCE OF 750rnm FROM POWER AND UGHTlNG CABLES.

INSTRUMENT VENCHES

ELEVATION

FENCE

GRADE * - SPECIFIED TO THE NEAREST 2 5 rnrn. .

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

1; - x 1 0 - 3; 2 0 0 , ANCHOR BOLT

3.0 FOUNDATION WORKS APPROX. SPACING OF BARS

BAR MARK

BAR TYPE AND DIAMETER (X-HIGH YIELD BARS) NUMBER OF BARS REQUIRED

PlPE OR SLEEVE M K

M K D

N F

!z'

MARK

MARKED

NEAR FACE

DIAMETER

3.1 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.

3.2 BEFORE POURING CONCRETE, M E FIELD S H A U MAKE PROVISION FOR THE INSTALLATION OF ALL UNDERGROUND SERVICES AFFECTED BY THE FOUNDATIONS.

3.3 BEFORE CASTING FOUNDATIONS, ANY IMMEDIATE OR ADJACENT AREAS

CONSTRUCTION JOINT

WATERSTOP 5.0 ANCHOR BOLTS

5.1 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

MATERIAL ITEM APPROVED FOR CONSTRUCTION

5.2 A U PROJECTIONS OF HOLDING DOWN BOLTS (ANCHOR BOLTS) ARE TAKEN FROM TOP OF ROUGH CONCRETE.

OF DISTURBED OR SOFT SOIL MUST BE REMOVED AND REPLACED WITH 5.3 STYROPOR OR SIMILAR APPROVED MATERIAL FOR FORMING ME (ANCHOR) MASS CONCRETE OF GRADE 10. BOLT POCKETS SHALL BE SECURED AGAINST ANY MOVEMENT DURING

3.4 ALL EXPOSED PORTIONS OF FOUNDATION CONCRETE AND INSIDE SURFACES OF CONSTRUCTION AND REMOVED AS SOON AS THE CONCRETE IS SET. RCC PITS, WHEREVER NOT SPECIFICALLY SPECIFIED, SHALL BE COATED WITH 'FOSROC D E K G U A R D S' OR EQUIVALENT. 6 . 0 GROUTING

4.0 CONCRETE 4.1 A U CONCRETE WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH 6'2 GROUT MORTAR SHALL CONSIST OF ONE PART OF ORDINARY PORTLAND

CODE OF PRACTICE FOR THE STRUCNRAL USE OF C0NCRETE:BS 8110 CEMENT AND TWO PARTS OF SAND WITH WATER CEMENT RATlO NOT INCLUDING A U RELATED CODES FOR PLACING, MIXING, CURING AND TESTING. EXCEEDING 0.4.

4.2 A LAYER OF BUNDING CONCRETE 50rnrn THK S H A U BE PLACED UNDER 6'3 GROUT MORTAR SHALL H A M A MINIMUM ALL FOUNDATIONS. BLINDING CONCRETE SHALL H A M A CHARACTERISTIC COMPRESSIVE STRENGTH OF 4 0 N / r n d . STRENGTH OF 10 ~ / rn rn ' AT 2 8 DAYS. 6.4 WHERE REQUIRED AND INDICATED ON THE DRAWINGS, A NON-SHRINK

4.3 ALL CONCRETE WITH THE EXCEPTION OF BLINDING CONCRETE SHALL OF GROUT SHAU BE PREPARED AND APPLIED STRICTLY IN ACCORDANCE GRADE AS SPECIFIED IN THE RESPECTIVE DETAILED DRAWINGS AND WITH THE MANUFACTURER'S INSTRUCTIONS. 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. DRWG.TYPE , CONCRETE STRUCTURE

4.4 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=.

PARSONS Fi le 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 ~~~~\25771001-DQ.dwg-GCS-27/02/11-10: 30: 53

1.0 GENERAL NOTES. 1.1 ALL WORKS SHALL BE CARRIED OUT IN ACCOROANCE WITH

CONSTRUCTION CONTRACT AND / OR CONSTRUCTION SPECIFICATION SP-1279.

1.2 ALL DIMENSIONS ARE IN MIUMETRES EXCEPT FOR PlPE SIZES WHICH ARE SHOWN IN INCHES.

1.3 ALL ELEVATIONS ARE IN METERS AND RELATED TO DATUM ELEVATION OF 100.000

6.0 ERECTION 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.

LEGEND ABBREVIATIONS

M 20

MKD

N F

B

/ S Q

OD

PLT

P T F E

PS

RAD

REQD

REF

SCHED

SECT / SEC

SP

STGD

THK

TOG

TOS

M P

WP

MElRIC BOLT AND DIAMETER

MARKED

NEAR FACE

DIAMETER

SQUARE

WTSlDE DIAMETER

PLATE

POLYlElRAFLUORETHYLENE

PlPE SUPPORT

RADIUS

REQUIRED

REFER

SCHEDULE

SEClloN

SUDING POlNT

STAGGERED

THICK

TOP W GRAING

TOP W STEEL

'M'lCAL

WORKING POINT

AB DENOTES

A L T

BOS

B F

c CTC

CONC

DIA

ANCHOR BOLTS

ALTERNATE

BOUOM W STEEL

BOTH FACES

CENTRE UNE

CENTRE TO CENTRE

CONCRETE

DIAMETER

DRAMNG

DETAIL

ELNAllMJ

FAR FACE

FIXED PMNT

FOUNDATION

GALVANlm

HlGH STRENGTH FRICTION GRIP BOLTS

HlGH STRENGTH BOLT (A325 OR EOUIVALENT)

TEAR PLATE

6.2 THE CONTRACTOR SHALL PROPERLY ALIGN EACH PART OF THE STRUCTURE BEFORE MAKING M E FIELD CONNECTIONS.

GRATING 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.

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.

HOLE

DWG / DRG

DET E L / ELEV

FF

FP

FDN / FOUND

GALV

HSFG BOLTS

6.4 M E STEELWORK SHALL BE ACCURATELY ERECTED WITHIN M E FOLLOMNG TOLERANCE. POCKET OR RECESS

SETllNG OUT-PLAN I f lOrnrn OVERALL BUILDING DIMENSIONS BUT NOT MORE THAN f 5 r n r n

IN ANY ONE 5 METER BAY ELEVATION

FENCE LEVELS-FOR STANCHIONS AND COLUMN BASE PLATES. I '""

GRADE PLUMB OF STANCHIONS, I 0.1 % OF HEIGHT, BUT NOT POSTS, ETC MORE THAN f 5 rnrn

OVERALL

HSB

3.0 BOLTING 3.1 BOLTS AND NUTS SHALL HAVE IS0 - METRIC COARSE THREAD.

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.

ANCHOR BOLT ID INSlDE DIAMETER

LG LMJG OR LENGTH STRAIGHTNESS OR BOW I NOT MORE THAN M E ROWNG OR OUT OF SQUARENESS TOLERANCES AS GIVEN IN OF SECTIONS AFTER BS 5950 PART 2: 2001 ERECTION.

PlPE OR SLEEVE

MATERIAL ITEM

FILLET WELD-WELD SlZE

7.0 HOT-DIP 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.

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.

FIEU) WELD

WELD ALL ROUND 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.

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


4.3 MINIMUM SlZE OF WED) SHALL BE 6 rnrn UNLESS SPECIFIED.

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

9.0 EARTHING CONNECTIONS 5.2 SOUD FLOORING S H A U BE MADE OF TEAR PLATE

(DURBAR OR EQUIVALENT). 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

A 0

I I I . IKAMLI J.ENG. I I I PROJ. ENG. I SIGNATURE I

IN.09.011 IN.09.011

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.

OSE/28N OSE/28N

27.02.11 26.02.11

I I 1 I


GCS GCS

DESCRIPION

IN CASE OF DEVIATIONS A MARKED U P PRINT SHALL B E SENT TO THE PROJECT ENGINEER I SCALE : - CAD DRAWING

I

P D 0 APPROVAL

5.4 FOR OPEN FLOORING GALVANISED GRATING SHALL BE USED.

KBR

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 Petroleum Development Oman

3/ GSB

/ SUB AREA : PRODUCTION STATION I NO. 05


Lhd) %$I &bLid\- $pJb du DRwG.,, : STEEL STRUCTURE

,EscRlp,oN , G EN E R A L N 0 TE S , L E G E N D AND ABBREVIATIONS


I 1 I I

I I NIM 2 5771 002 D Q ~ 3 1 A / I I I I I l l

PARSONS File name: W: \~-CIVIL\C-~I ~ ~ ~ ~ ( E M c ) \ P A I P \ P A I P o ~ ~ ~ ~ _ D Q \ R E c E I v E R AREA\25771002-DQ.dwg-GCS-27/02/11-10: 30: 55

SECTON C-C B - FLANGE MDTH OF STRINGER

V 1 m/ ELEVATION

TYPICAL STAIR DETAILS I HANDRAIUNG POST

FOR M16 BLOTS SECTION D-D TYPICAL HANDRAlLlNG CONNECTION I

TYPE - A * - OMIT THIRD BOLT AT THE BOTTOM WHERE NOT POSSIBE / I

1500 MAX

A

HANDRAIL 1-1/4" PlPE SCHED 40

(W)

KNEERAIL 1' PlPE SCHED 40 I I I BOTTOM OF TOE PLATE I

FLAT 80x6 TOE PLATE / (IF NOT SPECIFIED)

TYPICAL HANDRAlLlNG DETAIL

FLAT 8Dx6

WALKOVER STRINGER /------

SECTION E-E g - GAUGE DISTANCE

TYPICAL HANDRAlLlNG CONNECTION TVDr - I)

TYPICAL HANDRAlLlNG INNER BEND

HANDRAIL & KNEERAIL

HANDRAIL 8r KNEERAIL

PLAFDRM EDGE MEMBER \

TYPICAL HANDRAlLlNG OUTER BEND

( l (1 I \R= ! iOAPPROX

TYPICAL STAIR HANDRAlLlNG DETAIL

, .w- 1 APPROVED FOR

SECTION F-F TYPICAL HANDRAILING CONNECTION g - GAUGE DISTANCE

TYPE - C

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 DRAW OUT BASED ON MESE DETAILS DRWLWE ,STRUCTURAL STEEL DETAILS

REFERENCE DRAWINGS

FlXlNG CLAMP / REFER NOTE-1

SECTION A-A

\ 6mm TWlSTED SQUARE BAR

240 (W)

13.50 HOLE FOR ) 135x30 SLOllED HOLE FOR M12 BOLT GR 8.8 MI2 BOLT GR 8.8

-v

I I I

240x80~10 THK PLT WELDED43 GRATING 6mm NVlSTED

MDTH SQUARED BAR SECTION B-B 1 1 .

TYPICAL GRATING TREAD I / l z l I / -

FIXING CUP +=I

6mm TVIISTED SQUARED BAR

In N I

PLATFORM MEMBER 9-

SECTION D-D

BEAM

PLATFORM BEAM

FLAT 25x5 \ A TYPICAL PLATFORM GRATING

SECTION' C-C

PLAN

TYPICAL WALKWAY GRATING

,R,G.,E , STRUCTURAL STEEL DETAILS 1 REFERENCE DRAWINGS ' 1. FOR GENERAL NOTES. LEGEND AND ABBREWATIONS. - - NIM -2-5771-002-CK3

DEscRlPmoN :TYPICAL GRATING AND TREAD DETAILS

NIM 2 5771 004- DQ 3 A I I I I I

PARSONS F i l e n a m e : W: \ Z - C I V I L \ C - ~ I 0606(EMC)\PAIP\PAIPO0405_DQ\RECEIVER AREA\25771004-DQ.dwg-GCS-27/02/11-10: 30: 59

BAR SHAPE C O D E S

a - THE MINIMUM END PROJECTIONS FOR SMALLER BARS IS GOVERNED BY THE PRACTICALITIES OF BENDING BARS.

00

L = A

NOTES:

01 11 21 22 24

- B

A & c L P L ( B / Z + ~ ~ ) C > 2 t 2 d A & B , P A & B , P L ( R t E d ) B > W2d A L C 2 A & C , P A L C I P A & D , P b (C/2+5d) A k C , P

L = h STXX LDJGlHS L = AtB-0 Sr-d L - M B - O U R - 1 2 d L = A t B t C t l t l Sr-Sd L = A t B t C - r - 2 d L = A t B t C

I PROJECT DRAWING REVISION 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

25 28

U a

w L - 4 C A B , l W h I M2d D > 2 d

A & D , P C , P. B F M A & E , P A k E , P A & D > P A & B , P A & C, P A k C , P C, P A L C I P A & D , P L = A t B t E L = A t W C L = A t H C - 0 Sr-d L = AtBtC-0.5-d L = A t B t C t D - 1 Sr-3d L = A t B t C t D - 1 % - 3 d L = a t 1 7 E l t X - 4 d L = A t B t C t E - 0 Sr-d L = A t B t C t D - r 2 d L = AtBtC-r-2d L = A t B t C t E - 0 5 - d

75 P-7

* r

B A

A L E I P A L E z P A I E I P P r C t A A t B z P E & F I P C h D 2 P L = A t B t C t D t E - 2 - 4 L = A t B t C t D c E - Z r - 4 L = A t B t C t E L = U t B t U m (Zld.240) L = 2(AtB) tmox(16d lW) L = A t B t C t D t 2 E - 2 5 r - S d

98 99c

C , P ID/ C C L D > P B , 2 t 2 d A 2 P A L C > P A I P A 2 P A , P

L = A t 1 1 4 B t X - 1 2 d L = A t B t C t D - r - Y L = 2(AtB+C) t l t r -2d L = U t B t C - 0 5r-d L - aAtB)tC-r-2d

99s B

U "

D > 2 d A L E , P A L E > P A & C > P A h C 2 P A & B > P A & D , P


L = A t 2 B t C t E

BAR SIZE d

6 8 10 12 16 20 2 5 32 40 50

I CONTRACT NO. : C3110606 1 PROJ. NO. : PAIP00405 I 1 PARSONS File name: W: \2-CIVIL\C-310606(EMC)\PAIP\PAlPO0405_DQ\RECEIVER ~REA\25771005-DQ.dwg-GCS-27/02/11-10: 31 : 01

1

12 16 20 24 32 70 87 11 2 140 175

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.

L = A t B t C t E - 0 S r d L = A t B t C - r - 2 d L = A t B t C - r 2 d L = AtB-0 5r-d L = 4 A t l E d L = A t W C t D - 1 5 - S d

t k 4 ) $41 &ul - >pJb dU re)' L

Worle~Parsons - Arabian Industries (JV)

MINIMUM END PROJECTlON - P

DRWG.TYPE :

DEscR,pnoN , S T A N D A R D B A R S H A P E C 0 D E S

OVERALL DIM X

TWO BENDS 2 150'

(rnin 5d Stro~ght) 11 o0 11 5' 12@

SKETCH < 150'

(m~n 10d Straight) 11 o0 11 5' 130

DRWG

NO

125' 160 120

6 0 80 100

130 190 240 305 380 475

AREA CODE

\( W

7 A r -

,

APPROVED FOR CONSTRUCTION 21 o

290 365 46 5 580 725

ENG SECT

I I I I

NIM 2 5771 005DQ

160 260 325 420 520 650

IN.09.011 IN.09.011

WBS No.

SERIAL NUMBER

-4

x = 6d+a

1

GSB JENG

W, - KBR

TEAML

3

OSE/28N OSE/28N PROJ ENG.


GCS GCS

A 0

SHEET

A

SIGNATURE DESCRlPllON

,

27.02.11 26.02.11

, P D 0 APPROVAL , CHECKED

PROJ CODE

DRAWN , BY

REV ,

DATE ,

DWG SlZE

REV,

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 DESCRIPTION

IF LADDER IS SUSPENDED FROM TOP MEMBER(S) OMIT BASE PLATE. FOR LOCAION OF LADDER REFER STRUCTURAL DRAWINGS. DRWG.MPE : STRUCTURAL STEEL REFERENCE DRAWINGS 1. FOR GENERAL NOES, LEGEND AND ABBREWAJONS. - - NIM-2-5771-002-DO-3

P A R S O N S F i l e name: W: \2-CIVIL\C-31 O ~ O ~ ( E M C ) \ P A I P \ P A I P O ~ ~ O ~ _ D Q \ R E C E I V E R ~~~~\25771006-~~.dw~-~~~-27/02/11-10: 31: 03

REMARKS REMARKS PIPE SUPPORT/ SLEEPER NUMBER

PIPE SUPPORT/ SLEEPER NUMBER

I - I SPARE I

PS- 0 3 2 - - - SPARE

PS-051 TO 0 6 6 - - - LAUNCHER AREA

U BOLT DET. NIM-2-5772-021-DQ-3 - -

U BOLT GRIPPED NIM-2-5772-022-DQ-3 - -

R E F E R E N C E D R A W I N G S R E F E R E N C E D R A W I N G S

PIPE GUIDE DET. NIM-2-5772-023-DQ-3 - -

STEELWORK DETAILS

I PS-019 I - I - I - I SPARE I

LOCATION PLAN STEELWORK DETAILS

PS-020 - - - SPARE

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 -

SLEEPER/FOUNDATION DETAILS


FOR CONSTRUCTION

LOCATION PLAN

DESCRlPllON DRAWlNG NUMBER

R E F E R E N C E D R A W I N G S DESCRIPTION : I N D EX S H E E TS

PS-030

PS-031

1. CONTRACTOR SHALL REFER PIPING PLAN ,PRIOR TO FABRICATION, INSTALLATION OF PlPE SUPPORTS

NOTES

NIM-2-5772-019-DQ-3 -

I I I l l

P A R S O N S F i l e n a m e : W: \2 -C IV IL \C-31 O ~ O ~ ( E M C ) \ P A I P \ P A I P O ~ ~ O ~ _ D Q \ R E C E I V E R A R E A \ 2 5 7 7 2 0 0 1 -DQ.dwg-GCS-27/02/11-10: 3 1 : 04

0 26.02.11 GCS KBR GSB ISSUED FOR COMMENTS

-

-

IN.09.011 OSE/28N

I -

- TEAML. J.ENG. PROJ. ENG. SIGNATURE

( h) bJl ijitbdl. $9~~4 SJJ REV DATE BY CHECKED DESCRIPTON WBS NO. D R A W

P D 0 APPROVAL

WorleyParsons - Arabian Industries (JV) P R O J E C T D R A W I N G R E V I S I O N I

-

SPARE A 27.02.11 GCS w, - )ry APPROVED FOR CONSTRUCTION IN.09.011 OSE/28N

PIPE SUPPORT/ -SEEPER NUMBER

SL-001

I SL-007 I - I - 1 - I SPARE I

PlPE SUPPORT/ SLEEPER NUMBER SL-032

I SL-008 I - I - I - I SPARE 1

SL-002 - NIM-2-5772-024-DQ-3 -

SL-003 - NIM-2-5772-026-DQ-3 -

I SL-009 I - I - I - 1 SPARE I

REMARKS

-


SL-012 - - - 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 - NIM-2-5772-030-DQ-3 NIM-2-5210-001-DQ-1 -

SL-017 - - - SPARE SL- 01 8 - - - SPARE

SL- 01 9 - NIM-2-5772-030-DQ-3 NIM-2-5210-001-DQ-1 -

SL-020 - - - SPARE SL-021 - - - SPARE

REMARKS

-


STEELWORK DETAILS

-

I APPROVED FOR I

LOCATION PLAN

-

STEELWORK DETAILS

-

SLEEPER/FOUNDATlON DETAILS

NIM-2-5772-024-DQ-3


-

LOCATION PLAN

NIM-2-5604-005-DQ-1


( Lh) @I s~U! - jplJQ dU REV DATE ORAWN BY DESCRIPTION WBS NO. CHECKED P D 0 APPROVAL


I CONSTRUCTION I I I I I

SL- 030

SL-031

, PRODUCTION STAT1

SL-029

& u u s ~ e4


-

-

SUB AREA

-

,PIPE SUPPORTS

-

-

I I I I I

1. CONTRACTOR SHALL REFER PIPING PLAN ,PRIOR TO AREA s SERIAL SH. P s FABRICATION, INSTALLATION OF PlPE SUPPORTS

DESCRIPTION DRAWlNG NUMBER

NOTES REFERENCE DRAWINGS

-


I

-

-

DEscRlPnoN :INDEX SHEETS

-

/ 1 NIM 2 5772002~~13 I A /

-

-

-

I I 1 I I I I J

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: 31: 04

1

A IN.09.011 OSE/28N 27.02.11 fl. GCS APPROVED FOR CONSTRUCTION

ELEVATION

FOR ACTUAL WELDED TO PIPE DETAILS

SECTION B-B

/ ' \ I

2 Nos. 15x75. SECTION C-C GUIDE DETAIL I 1

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 DRWG.WE : PIPE SUPPORTS

NOTES DEscRlPTloN :PS-001 TO PS-004

REFERENCE DRAWINGS

A 0

L I I 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

27.02.11 26.02.11

GCS GCS KBR

I

'$! GSB


IN.09.011 IN.09.011

OSE/28EJ OSE/28N

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)

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 BS 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 Petroleum Development oman

SECTION A-A

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


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 ~ _ D Q \ R E C E I V E R ~~~~\25772004-DQ.dwg-~c~-27/02/11-1 0: 31 : 06

DRWG.WE :PIPE SUPPORTS-FOUNDATION DETAILS

DEscRlPTloN :PS-001 TO 004

D W G ~ E " .

A

SIZE

3

SERIAL NUMBER

ENG SECT

DRWG PROJ CODE

AREA CODE

NO N I M 2 5772 004DQ

bb) - L z u I - >91iL m L orleyparsons - Arabtan lndustr~es (JV) BAR BENDING SCHEDULE


PART ID.: PRODUCTION STATION Revision No.: A PS-001 TO 004 Prepared by: GCS

Checked by: PNG v/ REF. DWG NO.: NIM-2-5772-004-DQ-3 Date: 27.02.1 1

This schedule complies with BS 8666 : 2005 All dimensions are in mm Refer to Bar shape Code d raw~ng * Spec~fied In multiples of 5 mm

t Spec~fied in 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 D R w G r n E : PIPE SUPPORTS

D E s c R m o N . P S - 0 0 5

P A R S O N S F i l e name: W: \ ~ - C I V I L \ C - ~ I ~ ~ ~ ~ ( E M c ) \ P A I P \ P A I P ~ ~ ~ O ~ _ D Q \ R E C E I V E R AREA\25772006-DQ.d~g-GCS-27/02/11-10: 31: 07

RSC

'A'

1 3 PIPE 9l

'FOSROC NITOCOTE PE 135 ' , 3 Thk. CLOSER IN 2 COATS WITH GLASS MAT / 50 MK. BLINDING\ PLATE OR MASTER SEAL 5 5 0 OF DEGUSSA CONCRETE

ELEVATION

o 'X' CO-ORD. 0

(ALONG CROSS ARM)

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

SUPPORT REFERENCE 1 T I E N 1 :d(;i 1 R;,"o I NUMBER 1 DRAWING

I M T O

I DESCRIPTION

e co-ORDINATES

I QUANTITY / UNITS I

X

SAP No.

Y

1 3" SCHEDULE 4 0 PIPE 1 0.90 1 m 1 1 0 0 0 0 5 1 5 4 0 1

PLAN

1. ALL DIMENSIONS ARE IN MILLIMETRES EXCEPT PlPE SIZE. 2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. 3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR 4. PlPE SECTION TO API 5L GR B. 5. ALL CONNECTIONS TO BE MADE USING 5rnm CFW. 6. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION



8. TREATMENT OF POST FROM 30rnrn ABOVE TO


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 E C E I V E R A~~A\25772007-DQ.dwg-GCS-27/02/11-10: 3 1 : 08

3 M K PLATE

RSC 1 4 0

A 1 9 3 MESH FABRIC 0 .64 m2 1 0 0 0 0 6 2 6 9 7

BLINDING CONCRETE 0.02 m3 N.A.

CONCRETE GRADE 3 5 0.10 m3 N.A.

1 0 0 0 g POLYTHENE SHEET 0.50 m2 N.A.

PROTECllVE COATING 1.80 m2 N.A.

I

0 . 06

0.23

m2

rn

1 0 0 0 0 6 2 6 0 5

1 0 0 0 0 8 0 3 6 6

11 0x1 4 0 x 8 THK PLA

OR MASTER SEAL 5 5 0 OF DEGUSSA OR EQUIVALENT ELEYATION

1

PLAN

SUPPORT REFERENCE ELEVATIONS DIMENSIONS k CO-ORDINATES

NUMBER DRAWING A I * B c I * D REQD. 'x* CO-ORD.~LY* CO-ORD.


I I

M T O DESCRIPTION I QUANTITY / UNITS - -


3 THK PLATE

8 THK PLATE

A 1 9 3 MESH FABRIC

BLINDING CONCRETE

SAP No.

1 3" SCHEDULE 4 0 PlPE I

" ,,,,, , L , , Z L

R TUK PI ATF

4.85

0.01

0.06

1.30

0 .05 BLINDING CONCRETE

I I

!

m

m2

m2

m2

m3

CONCRETE GRADE 35 I

1000051 5 4 0

1 0 0 0 0 6 2 6 0 5

1 0 0 0 0 6 2 6 0 7

1 0 0 0 0 6 2 6 9 7

N.A.


PROTECTIVE COATING

-

I

I I I 0 .20

k . ww T P L

I

1 .OO

3.60


ALL DIMENSIONS ARE IN MILLIMETRES EXCEPT PIPE SIZE. ALL ELEVAllONS & CO-ORDINATES ARE IN METRES.

,-,~...- PROJ. ENG. SIGNATURE

PIPE SECTION TO API 5L GR B. ( hh) dbm\ - j p J b & REV ( DATE 1 DRAWN / DESCRIPION WBS No. BY CHECKED P D 0 APPROVAL

ALL CONNECllONS TO BE MADE USING 5mm CFW. Worleyparsons -Arabian Industries (JV) P R O J E C T D R A W I N G R E V I S I O N

I

t

m3

I I I I I I

DVED FOR CONSTRUCTION n FnR rnhAhAFNTS

I nr;l nr ; lT r rnmn\ rq A anhnuan TTP PRTNT s~~1.1. RF! SENT TO THE PROJECT ENGINEER\

I

N.A.

m2

m2

0 26.02.11 GCS KBR GSB ISSUE, , u v 8 . b b . j L a .

ALL STEEL WORK TO BS EN 10025 GRADE S275 JR r TFAUI . I FNC

A

ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WlTH DOCUMENT NO. SP-1246-2

CONCRETE TO BS 8110, GRADE 35 FOR REINFORCED CONCRETE, GRADE 10 FOR PCC USING 0.P.C

I -

N.A.

N.A.

IN.09.011 IN.09.011

TREATMENT OF POST FROM 30rnrn ABOVE TO I I I I I I -I clln . PRODUCTION ST,

1

OSE/28N OSE/28N

27.02.11

I I I I I "-- ,.,.-,.

100rnrn IN TO CONCRETE. I I I

PAINT STEEL SURFACE WlTH ASPHALT. APPLY ONE WRAP OF 10mm Thk. FELT. PAINT WRAPPED FELT WlTH ASPHALT.

GCS

AREA S SERIAL SH. P S DRWG.TYPE DESCRlPllON

DRAWlNG NUMBER I

DESCRIPTION

-

ATION NO. 05 'jkc~&S> - H


APPRl

, PIPE SUPPORTS

: P S - 0 0 7 & 009


I I I I

NOTES I R E F E R E N C E D R A W I N G S I 8." , " , , " I L... - 1 r L - - I I

I I I I l l

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 E R AREA\25772008-DQ.~w~-GCS-27/02/11-1 0: 31: 09

I RSC 1 4 0 ----- = I = ----- TOS EL. 'A'

'B'

1 4 0 x 1 2 0 ~ 8 Thk. PLATE (NOT VALID FOR GUIDE SUPPORT)

ELEVATION A - A

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

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

SECTION B - B

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.

I APPROVED FOR I

Nos. REQD.

Q CO-ORDINATES

M T O

I CONSTRUCTION r I I I I I

p l p ~ GUIDE X

OESCRlPllON

2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. 3. ALL STEEL WORK TO BS EN 1 0 0 2 5 GRADE S275 JR 4. PlPE SECTION TO API 5 L GR B. 5. ALL CONNECTIONS TO BE MADE USING 5rnm CFW.

DRWG.T(PE :

oEscRlPnoN : P S - 0 0 8 R E F E R E N C E D R A W I N G S

DIMENSIONS

c / * D Y

SAP No.

1000051 5 4 0

1 0 0 0 0 8 0 3 6 6

1 0 0 0 0 8 0 2 6 5

1 0 0 0 0 6 2 6 0 7

I I I I I l l

P A R S O N S File name: W: \~-CIVIL\C-~~~~O~(EMC)\PAIP\PAIPOO~O~-DQ\RECEIVER ~REA\25772009-DQ.dwg-GCS-27/02/11-10: 31 : 1 1

ELEVATIONS

A 1 * B

SUPPORT NUMBER

\ c . AMA-- 7 FI 2-

UNITS

m

m

m2

m 2

DESCRIPTION -


RSC 140

15 THK PLATE

8 THK PLATE

REFERENCE DRAWING

QUANTITY

1.41

0.22

0.05

0 .04

6-T8-1-150 (T) 6-T10-2-150 (B]

REINFORCEMENT PLAN

PLAN (17 NOS. REQD)

0 GRADE* Ln t 7 I I I - - - 3 k m T ~ l ~

- / 3- T8- 4- 150

FB 8-T12-3 - 8-712-5 x B7 1 4-T8-6-150 5-T8-8-150

USSA

L'L\ " OR EQUIVALENT (TYP)

o l r / \50 THK BLINDING CONCRETE

SECTION B - B

SECTION B - B (ONLY FOR PS-011)

M T O

SECTION B - B (ONLY FOR PS-018)

DESCRIPTION


CONCRETE GRADE 35

CEMENT SAND GROUT

REINFORCEMENT STEEL

PROTECTIVE COATING

200 FOUNDATION BOLT TYPE - J5 7 7 7


I CONSTRUCTION I LAID ON 1000g POLYMENE SHEET

SECTION A - A

3.90

45.23

31 2.43

50.40

6 8

17.00

7. FOR BAR BENDING SCHEDULE REFER DRG. No. NIM-2-5772-011 -D@4 DRWG.TYPE : PIPE SUPPORTS-FOUNDATION DETAILS

NOTES/REFERENCE DRAWINGS D E s c R I m o N . P S - 0 0 8 , 0 1 0 , 0 1 1 , 0 1 3 TO 0 1 8,

0 2 1 TO 026, 033 & 034

SAP No.

N.A.

QUANTITY

0.85

--

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

UNITS

m3

m3

lit

Kg

m 2

PCS

m2

N.A.

N.A.

N.A.

N.A.

N.A.

N.A.

(bL) L,dl L,kL.dl- >*>L &a m- Worleyparsons - Arablan lndustnes (JV) BAR BENDING SCHEDULE

JOB NO.: PAIP00238 PART ID.: PRODUCTION STATION

REF. DWG NO.: NIM-2-5772-010-DQ-3

Document No.: NIM-2-5772-011-DQ-4 Revision No.: A Prepared by: GCS Checked by: PNG %y Date: 27.02.1 1

Total MTO for Rebars. Dia. Of Bar I T6 I T8 I TI0 I TI2 1 TI6 I T20 I T25 I T32 1 ILength of Bar (m) 1 weight (Kgs) Total Weight (Kgs)

This schedule complies with BS 8666 : 2005 All dimensions are in mm Refer to Bar shape Code draw~ng * Spec~fied in multiples of 5 mm t Specified In multiples of 25 mm

Designation

PS-008,OIO,II,

013 TO 0018

021 TO 026

033 & 34

Sheet No 1 of 1

Bar Mark

I 2

3

4 5 6

7 8

-.

---

- ---- - -

Type &

Size

T8

T10

TI2

T8

T12

T8

T12

T8

--

Nos. Reqd

17

17

15

15

1

1

1

1

-----

- -

--

--

No. of Bars in

each

12

12

8

3

8

4

8

5

-

- -.

- -- .- -

Total Nos.

204

204

120

45 8 4

8

5

-

-- - L

Length of each Bar

?

925

925

725

1375

825

1375

975

1375

--

-

-- --

Shape code

21

21

11

51

11 -

51

11

51

-

-

-

- --

-. .-

A"

125

125

200

300

200

300

200

300

-

--

-

--

-

-.

-- -

1-

B '

700

700

530

300

630

300

780

300

- -

-

-

C '

125

125

--

-- - -.

- - -- --

-

-

D'

- -. - ---

EIR'

I I SECTION B - B I (ONLY FOR PS-025 & 026)

d

81 M T O

I

E I DESCRIPTION QUANTITY UNITS SAP No.

3" SCHEDULE 4 0 PIPE 7.70 m 1000051 5 4 0

RSC 1 4 0 4.60 rn 1000080366

15 THK PLATE 0.60 m 2 1000080265

8 THK PLATE 0.27 m 2 1000062607

(( ' m- I I I-

% g c3 APPROVED FOR

CONSTRUCTION I I I I I

[MIS DRAWlNG IS BASED ON P.D.O. DRG. No. STD-2-3102-001-A3-C - TYPE 1021

1. ALL DIMENSIONS ARE IN MILLIMETRES.

SECTION B - B

I PlPE GUIDE DETAILS

I I I ITFAMI I .I.FNG. I I . I PROJ. ENG. I SIGNATURE I

A

0 -

ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. I FOUNDATION DETAILS I N I M 121 !

27.02.11 26.02.11

--

LL~) &$I bbml- JpJb 43 WorleyParsons - Arabian Industries (JV)

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

I ~ I I L A 19 I ~ 7 7 9 InpzI nn I2

GCS GCS

. -. . . . . -. -. - . . - . REV I DATE / DRAWN /

BY CHECKED

I IYllVl ILI J/ / L IULJl V Y J J

5 7 7 2 101 01 D Q 13 : NlMR AREA

ALL STEEL WORK TO BS EN 10025 GRADE S275 JR PlPE SECTION TO API 5L GR B. ' U w


w, KBR

P R O J E C T D R A W I N G R E V I S I O N IN CASE OF DEVIATIONS A MARKED UP PRINT SHALL BE SENT TO THE PROJECT ENGINEER

I SCALE : I: 70 CAD DRAWING

DESCRIPTION

sus AREA : PRODUCTION STATION 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

NOTES 01 4,UI 5 ,Ul b,U-I /,U l t j ,UL I ,

!.024.025 & 026 I 1 NIM 2 5772013DQ3 A I l l

9 GSB

WES No.

DESCRIPTION DRWG

I I I I I I

P A R S O N S F i l e n a m e : W: \ 2 _ C l V l L \ ~ - 3 1 ~ ~ ~ ~ ( E M c ) \ P A I P \ P A I P o ~ ~ ~ ~ _ D Q \ R E c E I v E R AREA\25772013-DQ.dwg-GCS-27/02/11-10: 31: 14

I

P D 0 APPROVAL


AREA AREA CODE

'


IN.09.011 IN.09.011

S

DESCRlPTlON : P S- 0 1 1 022.02:

ENG SECT

OSE/28N OSE/28N

DRAW~NG NUMBER

SERIAL

- . . - . - - - A - A

SERIAL NUMBER

SH. SHEET P PROJ CODE

S DWG SIZE

DRWG.TYPE : P I P E SU P PORTS REV.

11 0x1 40x8 THK (TYP)

I

TOS EL 99 .372

I

3" PIPE SCHED. 40

I

- Y

Lfl

SEE NOTE 8 I ------7 I

TOS EL 99.118 -

SAP No.

GRD EL 98.800 SI

I I

1

UNITS DESCRIPTION

1 / I

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

QUANTITY


(TYP)

\50 THK. BLINDING CONCRETE LAID ON 1000q POLYTHENE SHEET


BLINDING CONCRETE

CONCRETE GRADE 3 5

FLAT 8 0 x 6

1000q POLYMENE SHEET

PROTECTIVE COATING

S 8.900

P L A N

TOS EL 99.118 -

0.02

0.1 0

0.24

0.50

1.80

VIEW A - A ELEVATION B - B I<. w-

m

m3

m

m2

m2

ELEVATION

2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. 3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR 4. PIPE SECTION TO API 5L GR 8. 5. ALL CONNECTIONS TO BE MADE USING 5mm CFW. 6. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION



ENT OF POST FROM 30mm ABOVE TO IN TO CONCRETE.

,,,,.,, ,PIPE SUPPORTS


N.A.

N.A.

1000062576

N.A.

' N.A.

L I I

P A R S O N S File name: W: \2 -C IV IL \C-31 O ~ O ~ ( E M C ) \ P A ~ P \ P A ~ P ~ O ~ O ~ - D Q \ R E C E I V E R AREA\25772014-DQ.dwg-GCS-27/02/11-10: 31 : 15

- - - - 140x1 20x8 Thk. PLATE

ELEVATION A - A

--

SECTION B - B

DESCRIPTION

2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. 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 5rnm CFW.

DRWG.TYPE : PIPE SUPPORTS DESCRIPTION

DESCRlPTlON : P S- 0 1 3

VIEW A - A (SCALE 1: 10)

M T O

PLAN

----t--

REINFORCEMENT PLAN

(1 No. REQD)

SECTION B - B


S A P No.

N.A.

N.A.

N. A.

N.A.

N.A.

200 FOUNDATION BOLT TYPE - J5

1000g POLMHENE SHEET

SECTION A - A DESCRIPTION

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

UNITS

m 3

m 3

lit

Kg

rn2

DESCRIPTION


CONCRETE GRADE 3 5

CEMENT SAND GROUT

REINFORCEMENT STEEL

PROTECTIVE COATING

QUANTITY

0.05

0.03

5.26

24.41

3.1 5

4

1.00

PCS

rn2

N.A.

N.A.

(bh) & d l - 2-2'- '-A23 m- WorleyParsons - Arablan Industries (JV) BAR BENDING SCHEDULE


PS-027 & 028 Prepared by: GCS Checked by: PNG w/


Total Weight (Kgs) 2 4 4 1 0

Thls schedule complies with BS 8666 : 2005 All dimens~ons are in mm Refer to Bar shape Code drawing " Specified In multiples o f 5 mm t Specified In multiples of25 mm

Designation

PS-027 & 028

Sheet No: 1 of 1

Bar Mark

1

2 3

-

Type

Size

T10

TI2 T8

Nos. Reqd

1 --

-

Total Nos.

24

12 4

No. of Bars in

each

24

-

-

-

- -

- - -

Length of each Bar

t 925 700

1975 -

1 1

-

-

12 4

- - -.

Shape code

21 11

51

-

-

-

.-

A'

125

125 450 -

- - -

- - -

- -

-

-

- - .

-

B '

700 580 450

--

--

-

-

-- - -

-- --

.- -

C '

125

-

-

--

-

-

D^

----

-

- -

-

--

E/R*

-

-- -

-

- -

- -

-

- - --

- -

-- -

-

-

-

'FOSROC NITOCOTE PE 135 ' ELEVATION \ 5 0 THK. BLINDING CONCRETE IN 2 COATS WlTH GLASS MAT LAID ON 1000g POLYTHENE -. .--- OR MASTER SEAL 5 5 0 - I bHtt l


(TYP)

PLAN

I I I I I I I I I I

NOTE: * DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIM-ENSIONS AT SITE, PRIOf- TO FABRICATION /CONSTRUClON/INSTALLA~ON.

I c . h w T A L


I

REQD. 'u'

BOLT

M T O

2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. 3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR 4. PIPE SECTlON TO API 5L GR B. 5. ALL CONNECTIONS TO BE MADE USING 5mm CFW. 6. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION



ENT OF POST FROM 30mm ABOVE TO


DEscRlPTloN : P S- 02 9 & 0 30

4 CO-ORDINATES

'XI CO-ORD./IY~ CO-ORD.

DIMENSIONS

* F I G

I I I I 1 1

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 AREA\25772019-DQ.dwg-GCS-27/02/11-10: 31 : 1 9

ELEVATIONS

D I E SUPPORT NUMBER

SAP No.

1 0 0 0 0 8 0 3 2 2

1 0 0 0 0 6 2 6 9 7

N.A.

N.A.

N.A.

N.A.

REFERENCE DRAWING

UNITS

m

m2

m3

m3

rn2

m2

DESCRIPTION

RSA 100x1 00x1 0

A 1 9 3 MESH FABRIC

BLINDING CONCRETE

CONCRETE GRADE 3 5


PROTECTIVE COATING

QUANTITY

1.95

1.28

0.05

0.20

1 .OO

3.60

TOS EL. 'A' -

HOLES

. 140

ELEVATION A - A

Y SECTION B - B

SUPPORT NUMBER

PS-033 PS-034

140x1 20x8 Thk. PLATE - -

(ONLY FOR PS-025)

REFERENCE DRAWING

NIM-2-5604-005-DQ-1 NIM-2-5604-005-DQ-1

- -

----


ELEVATIONS

- p n I

A 98.902 98.600

I

i


DIMENSIONS

* B 97.490 97.490

M T O

p l p ~ GUIDE -

-

c 380 380

I 0 1 26.02.11 G& 1 KBR 1 GSB 1 ISSUED FOR COMMENTS I IN.09.011 ( OSE/28N I I I I

* D 1387 1085

SAP No.

1000051 540

1000080366

1000080265

1000062607

I

DESCRlPTlON

2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. 3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR 4. PlPE SECTION TO API 5L GR B. 5. ALL CONNECTIONS TO BE MADE USING 5mm CFW. 6. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION

I NOTES REFERENCE DRAWINGS I I NIM 2 5772 020 DQ13 / A /

NOS.

REQD.

1 1

UNITS

rn

rn

m

m2

DESCRIPTION

3" SCHEDULE 40 PIPE

RSC 140

15 THK PLATE

8 THK PLATE

I

I I I I I I l l PARSONS Fi le name: W: \2-CIVIL\C-31 O~O~(EMC) \PA IP \PA IPOO~O~_DQ\RECEIVER AREA\25772020-DQ.dwg-GCS-27/02/11-10: 31: 2 0

QUANTITY

2.45

0.80

0.10

0.03

A 1 27.02.11 1 GCS I %!!I @- I APPROVED FOR CONSTRUCTION I IN.09.011 I OSE/28N I

4 CO-ORDINATES

X E 305.1 47 E 308.523

Y S 18.097 S 20.800

ELEVATION

I MATERIAL GUIDE I I BAR 1 NUTS 1

SIZE

8

16

2 0

24


PIPE GUIDE DESIGNATION

UB-0.5

UB-0.75

UB-1

UB-1.5

SAP No.

1000080335

SIZE

M8



4. U-BOLT CORROSION PROTECTION SHALL COMPLY WITH SP-1246-2 DRWG.TYPE :

,,,,,,,,,, : 'U7 BOLT (PIPE NOT GRIPPED) DETAILS REFERENCE DRAWINGS

SAP No.

1000063795

1000062588

N.A.

N.A.

PARSONS File name: W: \2-CIVIL\C-31 ~ ~ ~ ~ ( E M c ) \ P A I P \ P A I P o ~ ~ ~ ~ ~ D Q \ R E c E I v E R AREA\25772021 -DQ.dwg-GCS-27/02/1 1-1 0: 31 : 21

NOMINAL PIPE SIZE

M I 6

M20

M24

PIPE OD

21.3

26.7

33.4

48.3

INCHES

I12 "

3/4 "

1"

1 I/2 "

1000063798

1000063799

10001 20055

MM

15

2 0

2 5

40

Nos. REQD.

-

-

-

-

DIMENSIONS

T

10

10

10

16

A

8

8

8

10

B

32

37

42

55

E

30

35

35

45

C

40

45

50

6 5

D

45

55

6 0

8 5

I

ELEVATION

MATERIAL GUIDE


I I I I I I I I


I I u I L D . U L . I I I ~3 I n o n I c7ao I I J JULU I UI\ LUIVIIVILIY I J I I . . V Y . V I I , --- I --'. I I

LOCKNUTS BAR

A n

TEAML J.ENG. PROJ. LNG. I 5IGNA I U K t

( L ~ u ) $ $ I ~ l b C u d I - j j y ~ ~ + d R ~ v DATE DRAWN BY DESCRIPTION WBS No. CHECKED P D 0 APPROVAL

WorleyParsons - Arabian Industries (JV) . PRO.IFCT BRAWING RFVlSlON

NOMINAL PlPE SIZE

SIZE

M8

M I 0

M I 6

M20

M24

NUTS SIZE

8

10

16

20

24


,PIPE SUPPORTS

PIPE OD INCHES

SAP No.

1000080222

100006381 9

1000063820

1000063821

10001 20066

SIZE

M8

M I 0

M I 6

M20

M 24

SAP NO No.

1000080335

1000062586

1000062588

N.A.

N.A.

27.02.11 n r nn 4 4

I NOTES I , ... I .I.. .

REFERENCE DRAWINGS

MM

SAP NO:

1000063795

1000063796

1000063798

1000063799

10001 20055

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

GCS n

Nos. REQD.

DIMENSIONS

, - 11nn

T E

pco

D A

APPROVED FOR CONSTRUCTION lCCl lrn r n D pT\LILICI\ ITC

B C

IN.09.011 Ihl nQ n i l

OSE/28N OSF /78N

SECTION



TYPE - B LINES 8" TO 24"

RSA 100x1 00x1 2 300 Lg.


SECTION

RSA 50x50~6 +

* - GAP SHALL BE AS PER PIPING GA. / IF NOT SPECIFIED IT SHALL BE 2mm

N 0s. REQD.

3

PIPE OD

60.3

I FOR LOCATION REFER PIPING GA. I

PIPE GUIDE DESIGNATION PG-2

DIMENSIONS

I I

PG-4 4" 100 714.3 80 110 RSA 50x50~6 3

A 55

NOMINAL PIPE SIZE

I I I I I I I

B 82

INCHES 2"

MM 50

-

PG-16

PG-18

PG-20

PG-24

PG-30

I DESCRIPTION I QUANTITY I UNITS I SAP No. I

PG-32

PG-40

I RSC 160 I - I rn 1 1000062643 I

88.9 80 PG-3

16"

18"

20"

24"

30"

3"

M T O

32"

40"

80

400

450

500

600

750

RSC 140

RSC 100

RSA 100x100~12


800

1000

RSA 50x50~6

97

406.4

457.0

508.0

61 0.0

762.0

-

-

-

1 0 ( 26.02.11 1 GCS I KBR ( GSB I ISSUED FOR COMMENTS I IN.09.011 ( O S E / ~ ~ N I , I

RSA 50x50~6

81 3.0

1016.0

\c * w- --. A %

1.70

A

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 : DESCRIPTION

DEscRlpmoN :PIPE GUIDE DETAILS

230

260

290

340

150

rn

m

rn

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 ~~~~\25772023-D~.dwg-GCS-27 /02 /11-10 : 31: 23

150

200

1000080366

10001 4561 2

10001 42036

rn

27.02.11

306

371

396

447

464

1000062629

492

588

GCS

RSC 100

RSC 140

RSC 140

RSC 140

RSC 140

-

-

-

-

-

RSC 140

RSC 160

'pg.

-

-

I

? APPROVED FOR CONSTRUCTION IN.09.011 OSE/28N

SECTION B-B

FABRICATION/CONSTRUCTION/INSTALLATION.

5- TI 0-2-200 (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 DETAILS

NOTES/REFERENCE DRAWINGS DESCRlF',ON : SL- 0 0 1 & 00 2

I I I

PARSONS File name: W: \2 -CIVIL \C-31 ~ ~ ~ ~ ( E M c ) \ P A I P \ P A I P o ~ ~ ~ ~ _ D Q \ R E C E I V E R ~ ~ ~ ~ \ 2 5 7 7 2 0 2 4 - ~ ~ . d w ~ - ~ ~ ~ - 2 7 / 0 2 / 1 1 - 1 0 : 31: 24

b l m ) i _ , ] l ills U l rp,L ',ILIJJ [ LtrleyParsons - iarab~an Indus+nee (JV) BAR BENDING SCHEDULE


SL-001&002 Prepared by: GCS Checked by: PNG


T h ~ s schedule complies with BS 8666 2005 All dimensions are In mm Refer t o Bar shape Code drawing * Specified in multiples of 5 mm i Specified In multiples of25 mm

Designation

SL-001&0oz -

Sheet No 1 of 1

2 TI0 2 10 20 675 21 150 400 150 - -

I - - - -

Bar Mark

1 -

Type &

Size

TI0 -

Nos. Reqd

2

No. of Bars ~n

each

6 -

Total Nos.

12

Length of each Bar

7

1075 -

Shape code

21

A'

150 -

B '

800

C"

150

D* Em"


(2 Nos. REQ'D)

OR EQUIVALENT (TYP)

2. CONCRETE TO BS 8110, GRADE 3 5 FOR REINFORCED CONCRETE, GRADE 1 0 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. WITH 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-2-5772-027-00-4 ,,,,, . PIPE SUPPORTS-SLEEPER DETAILS

(kb) &$I &L=U! . >-,L '+Jd3 m- Worleyparsons -Arabian l n d v ~ t n e s (JV) BAR BENDING SCHEDULE


SL-003&005 Prepared by: GCS Checked by: PNG Tp/



T h ~ s schedule complies with BS 8666 - 2005 All dimensions are in mrn Refer to Bar shape Code drawing * Specified in mult~pies of 5 mm t Specified in mult~pies of25 mm


Designation

SL-o03&005

-- -.

-

-- -

- -

Sheet No - 1 of 1


T6

-

-- - -- -

Bar Mark

1

2

3

4

T8

Type &

Size

TI0

TI0

T10

TI0

T I 0 43 65

27 07

Nos. Reqd

2

2

2

2

TI2

No. of Bars ln

each

6

Total Nos.

12

.w- T!6

Length of each Bar

?

775 8

4

T20

21

21

Shape code

21 - 16

8

T25

150

200 -

675

1225

5

- - -

T32

200

A*

150 -

400

400

700 10 -

--

150

350

B '

500 -

1375 -.

C '

150

51

D' Ern'

- -

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

5-T10-2-200 (T) 5-T10=2-200 (B)

SECTION B-B ( 2 Nos. REQ'D)

OR EQUIVALENT (TYP) SECTION C-C

1000g POLYTHENE SHEET SECTION A - A

DESCRIPTION

2. CONCRETE TO BS 8110, GRADE 3 5 FOR REINFORCED CONCRETE, GRADE 10 FOR BLINDING CONCRETE USING OPC. 3. 5 0 m m COVER TO REINFORCEMENT, REINFORCEMENT TO BS 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-2-5772-029-OQ-4

7. PIPE GUIDE DETAILS REFER DRG NO. NlM-2-5572-023-00-3


P A R S O N S F i l e n a m e : W: \2-CIVIL\C-31 o~o~(EMc) \PA IP \PA IPOO~O~_DQ\RECEIVER ~ ~ ~ ~ \ 2 5 7 7 2 0 2 8 - ~ ~ . d w ~ - ~ ~ ~ - 2 7 / 0 2 / 1 1 - 1 0 : 3 1 : 26

SUB AREA : NIMR SLUDGE PIT SYSTEM UPGRADE NO. 05 &u+%s> A ' Lj d-

DRWGTYPE : PIPE SUPPORTS-SLEEPER DETAILS

DEscRlpnoN SL-004 & SL- 006

a- **

QP Petroleum Development Oman

REV,

A

DWG SIZE

3

DRWG

NO

AREA CODE

N I M 2 5772028DQ

ENG SECT

PROJ CODE

SERIAL NUMBER

SHEET

&y&?ake:Ta~n' L~<~z~'L$G BAR BENDING SCHEDULE


SL-004&006 Prepared by: GCS Checked by: PNG '@k/


Thls schedule complies w ~ t h B S 8666 2005 All dimensions are in mm Refer to Bar shape Code drawing * Specified In mult~ples of 5 mm t Spec~fied In multiples of 25 mm

Designation

SL-oo4& 006 -

- - -

Sheet No 1 of l

Bar Mark

1 2

3 4

-

--- -

-

. --

z e Size

TI0

TI0 TI0 TI0

--

N o s . Reqd

2 2

2 2

No. of Bars ~n

each

8 .-

10 10 5 -

.

- - - - --

.- -- -

- - -

- ~ -

- - ----

I --

---

.

--

--

Total Nos.

16

20 20

----

10

- - . -

--- -.

-p-ppppp

A'

150 --

150 200 200

.-

- -

Length of each Bar

t 1075 875

1225 1775

Shape code

21

21 21

51

-

B ̂

800 600

700 600

C '

150

150 350

--

--

D' Em"

-

--

-.

CONTRACT NO. : C3110606 PROJ. NO. : PAIP00405 1. ALL DIMENSIONS ARE IN MlLLlMETRES AND ELEVATIONS IN METRES. 2. CONCRETE TO BS 8110, GRADE 35 FOR REINFORCED CONCRETE, GRADE 1 0 FOR BLINDING CONCRETE USING OPC. 3. 5 0 m m COVER TO REINFORCEMENT, REINFORCEMENT TO BS 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 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


Nos.

REQD.

1

IN CASE OF DEVIATIONS A MARKED UP PRINT SHALL BE SENT TO THE PROJECT ENGINEER I SCALE : 1: 20 CAD DRAWING

PG-6

sus AREA : NIMR SLUDGE PIT SYSTEM UPGRADE NO. 05 B% 7x9

:f

DRWG.TYPE :PIPE SUPPORTS-SLEEPER DETAILS ),,,)

p l p ~ GUIDE

-

PG-6 -

-

SLEEPER TYPE

SL-010 SL- 01 1 SL-014 SL- 01 5

ELEVATIONS

Petroleum Development Oman , I I

I

LOCATION DRAWING

NIM-2-5210-001 -DQ-1

A 98.600

SHEET DWG REV. 1 1 R 1 I CODE ISlZEl I

1

* B 98.200

SL-016 SL- 01 9

LB o NOTE: %- DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO

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

I I I 1 I l l

PARSONS File name: W: \2-CIVIL\C-310606(EMC)\PAIP\PAIPO0405~DQ\RECEIVER AREA\25772030-DQ.dwg-GCS-27/02/11-10: 31 : 27

-

- I

5-T10-2-200 (B)

SECTION B-B PLAN

(6 Nos. REQD)

3

3 0 Lo 3

!

NO

M.T.O.

3 , I I I

NIM 2 5772030DQ

3

3

300 4 \< ' Wd 7 A L

A

DESCRIPTION

BLINDING CONCRETE

CONCRETE GRADE 35

FLAT 100x10

FLAT 25x6

REINFORCEMENT STEEL

PROTECTIVE COATING


SECTION C-C

UNITS m 3

m 3

rn

m

Kg m 2

m 2

QUANTITY

0.264

1.51

3.00

2.70

137.55

17.36

5.30


SAP No.

N.A.

N.A.

1000062581

1000062571

N.A.

N.A.

N. A. -

1 OOOg POLYTHENE SHEET SECTION A - A

LL) &=!=!I S k u \ - j p J b da Worleyparsons - Arabian Industries (JV)

- PROJECT DRAWING REVISION

lN.09.011 IN.09.011

WBS NO.

A 0

REV

27.02.11 26.02.11

DATE


GCS GCS GSB

J.ENG. SIGNATURE

a ! /

KBR TEAML


P D 0 APPROVAL DESCRlPllON DRAWN

BY CHECKED

L a b ) +&I uk LPJI - )I-& dU < - Worleyparsons - Arab~an lndustnes (JV) BAR BENDING SCHEDULE

JOB NO.: PAIPOO405 Document No.: NIM-2-5772-031-DQ-4

PART ID.: NIMR SLUDGE PIT SYSTEM UPGRADE Revision No.: A SLEEPER SUPPORTS Prepared by: GCS

Checked by: PNG REF. DWG NO.: NIM-2-5772-030-DQ-3 Date: 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 of l

PlPE SUPPORT/ SLEEPER NUMBER

PS-051

PS-052

I PS-056 I I I I SPARE 1

I PS-063 I I I I SPARE I

REMARKS

-

-

-

-

-

-

PIPE SUPPORT/ SLEEPER NUMBER

PS-082

PS-083

PS-084

PS-085

PS-086

PS-087

REMARKS

-

-


I APPROVED FOR I


STEELWORK DETAILS

NIM-2-5772-033-DQ-3

NIM-2-5772-036-DQ-3

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 -

I CONSTRUCTION I PS-077

PS-078

PS-079

PS-080 -

PS-081 A 27.02.11 GCS APPROVED FOR CONSTRUCTION IN.09.011 OSE/28N

0 26.02.11 GCS KBR GSB ISSUED FOR COMMENTS IN.09.011 OSE/28N

LOCATION PLAN

NIM-2-5166-001-DQ-1

V NIM-2-5167-001-DQ-1

NIM-2-5167-001-DQ-1

STEELWORK DETAILS

NIM-2-5772-048-DQ-3

I NIM-2-5772-052-DQ-3

NIM-2-5772-051-DQ-3


NIM-2-5772-034-DQ-3

NIM-2-5772-037-DQ-3

-

-

-

I WBS No.


NIM-2-5772-049-DQ-3

1

NIM-2-5772-049-DQ-3

LOCATION PLAN

NIM-2-5166-001-DQ-1

DESCRlPllON


SUB AREA : PRODUCTION STATION

DRwG.,E :PIPE SUPPORTS (RECEIVER)

D,scRip,oN :INDEX SHEETS

1 AREA ENG p: mEET 1 P R ~ J 1 DWG i 1 CODE SECT NUMBER CODE SIZE

NIM 2 5772032DQ 3 A

1. CONTRACTOR SHALL REFER PIPING PLAN ,PRIOR TO FABRICATION, INSTALLATION OF PlPE SUPPORTS

NOTES

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 R A R E A \ M E C H A N I C A L ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ \ 2 5 7 7 2 0 3 2 _ D Q . d w g - ~ C ~ - 2 7 / 0 2 / 1 1 - 1 0 : 33: 52

DESCRlPllON


I I I I I

AREA

DRAWlNG NUMBER

s SH. SERIAL P s

M T O I

w f ,---T-- ) I I I I GRD EL 98 .700 7

ELEVATION

1. ALL DIMENSIONS ARE IN MILLIMETRES. 2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. 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 5 m r n CFW. 6. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION


NOTES

I DESCRIPTION / QUANTITY 1 UNITS I SAP No.

RSC 1 0 0

1 2 0 THK PLATE 1 0.15 1 m 2 1 100006261 0 1 RSA 7 0 x 7 0 ~ 7

I EARTHING BOSS 1 1 I PCS I N.A. 1

1.15

-- - --


1.05

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

rn

BASE PLATE

10001 4561 2

rn

SECTION B - B

1000080321

RSC 1 0 0 (NOT VALID FOR

GUIDE SUPPORTS)

ELEVATION A - A

I APPROVED FOR I CONSTRUCTION 1


( b) i f k u l - >PJ~ && REV DATE ORAWN DESCRIPTION WBS No.



A 0


DEscRlPsloN : P S- 0 5 1 R E F E R E N C E D R A W I N G S

I I I I 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 I V E R A R E A \ M E C H A N I C A L REQUIREMENTS\25772033-DQ.dwq-GCS-27/02/11-10: 33: 53

27.02.11 26.02.11

GCS GCS

W& KBR GSB


IN.09.011 IN.09.011

OSE/28N OSE/28N

REINFORCEMENT PLAN PLAN

2x7- TI 0- 1 - 200

FOUNDATION BOLTS

6 LT a 0 m SEE NOTE-5

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

I

M T O

STD-2-3904-001-A3-D - TYPE 9041 1 I CONTRACT NO. : C3110606 1 PROJ. NO. : PAIP00405

2 i 2 2 2 2 (c -m-

7 Az.

1. ALL DIMENSIONS ARE IN MILLIMETRES AND ELEVATIONS IN METRES.

SAP No.

N. A.

N.A.

N.A.

N.A.

N.A.

N.A.

N.A.

DESCRIPTION


CONCRETE GRADE 3 5

CEMENT SAND GROUT

REINFORCEMENT STEEL

PROTECTIVE COATING



SECTION B - B

2. CONCRETE TO BS 8110, GRADE 3 5 FOR REINFORCED CONCRETE, GRADE 1 0 FOR BLINDING CONCRETE USING OPC. 3. 50rnrn COMR 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" NTH 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-2-5772-035-DF4 8. FOUNDATION LOCATION PLAN REFER DRG. NO. NIM-2-5166-001-OF1


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

QUANTITY

0.1 0

0.51

5.90

36.72

5.40

4

1.96


UNITS

m3

m3

l i t

Kg

m2

PCS

m2

SECTION A - A L.LY) %$I L[SuI - JpJb $JJ

IN.09.011 IN.09.011

was No.

DRWG.TYPE : PIPE S'J PPORTS-FOU N D ATI ON DETAl LS

I I I I I l l

P A R S O N S F i l e n a m e : W: \2-CIVIL\C-31 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\25772034-DQ.dwg-GCS-27/02/11-10: 33: 54





DESCRIPTION

[MIS DRAWING IS BASED ON P.D.O. DRG. NO.(

DEscRlPTloN : P S - 0 5 1 I NO I NIM 2 5772 034 D Q ~ 3 / A I

SIGNATURE

A 0

REV


DRw

P D 0 APPROVAL

KBR TEAML

27.02.11 26.02.11

DATE

GSB J.ENG.

DWG SIZE

AREA CODE

SERIAL NUMBER

GCS GCS

DRAWN BY CHECKED

ENC SECT

p R o j CODE

WorleyParsons - Arabtan lndustnes (JV) BAR BENDING SCHEDULE


Prepared by: GCS Checked by: PNG %y



This schedule compl~es with BS 8666. 2005

All dimensions are In mm Refer to Bar shape Code drawing * Specifled In mult~ples o f 5 mm

Specified In mult~ples of 25 mm


Designation

PS-051

Sheet No.. 1 of I


T6

Bar Mark

1

--- - -

- - -

-

- --- - - -

Type ' Size

TI0

h w M '" ?A%

T8

-

Nos. Reqd

1

T I 0 45.00

27.90

-- -.

- -- -

No. of Bars in

each

28

-

TI2 9 90

8 82

-- -

Total Nos.

28

PAP

.-

T16

- - -

- - -

--

- -

Length of each Bar

t 1325

T20

. - -

Shape code

21

T25

--

--

T32

A"

125

-

B '

1100

-P

--

C *

125

--

-

D' Em'

I M T O 1 1 DESCRIPTION 1 QUANTITY I UNITS I SAP No. I

- -

I RSC 1 0 0 . . - - . - -

(NOT VALID FOR RSA 7 0 x 7 0 ~ 7 0 .60 rn 1 0 0 0 0 8 0 3 2 1 GUIDE SUPPORTS)

20 THK PLATE 0.1 4 rn * 1 0 0 0 0 6 2 6 1 0 I I I

EARTHING BOSS 1 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

4-27@ HOLES

1

VIEW C - C

1 RSC 1 0 0

0 0 C\1

Y

m - RSC 1 4 0 A

ELEVATION D - D

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

BASE PLATE

DESCRIPTION


A 0

I I

H I l U l U 1 Petroleum Deseloornent Oman

SECTION B - B I I I I I I I I I

3. ALL STEEL WORK TO B S EN 1 0 0 2 5 GRADE S 2 7 5 JR sue AREA . PRODUCTION S T A T 1 n h ' 4. PIPE SECTION TO API 5 L GR B.

5. ALL CONNECTIONS TO BE MADE USING 5 m m CFW. 6. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION

DESCRlPllON AREA s SERIAL SH. P s DRWG.MPE : P I P E SUPPORTS

IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2 DRAWlNG NUMBER

NOTES DESCRlPllON . P S- 0 5 2


27.02.11 26.02.11

I I I I I I l l

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 R A R E A \ M E C H A N I C A L REQUlREMENTS\25772036-DQ.dwg-GCS-27/02/11-10: 33: 55

GCS GCS

%& KBR GSB


IN.09.011 IN.09.011

OSE/28N OSE/28N

M T O I

i I PLAN (2 Nos. REQ'D)

22 I k

SEE NOTE-5 7

TOC EL 98.850 v

REINFORCEMENT PLAN

3 3 3 3 2 2 2 2

SECTION B - B SECTION B - 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 DRWG.TYPE : PIPE SUPPORTS-FOUNDATION DETAILS 8. FOUNDATION LOCAllON PLAN REFER DRG. NO. NIM-2-5166-001-DC-1

DESCRIPTION


CONCRETE GRADE 35

CEMENT SAND GROUT

REINFORCEMENT STEEL

PROTECTIVE COATING



NOTES/REFERENCE DRAWINGS I I N I M 2 5 7 7 2 0 3 7 ~ ~ 1 3 1 ~ 1 I I I I I l l

PARSONS Fi le n a m e : W: \2-CIVIL\C-31 ~ ~ ~ ~ ( E M c ) \ P A I P \ P A I P o ~ ~ ~ ~ - D Q \ R E C E I V E R AREA\MECHANICAL REQUIREMENTS\25772037_DQ.dwg-GCS-27/02/11-1 0: 33: 5 6

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

QUANTITY

0.20

1.20

11.80

84.20

12.01

8

4.00

UNITS

rn3

rn3

lit

Kg

rn2

PCS

m 2

SAP No.

N. A.

N.A.

N.A.

N.A.

N.A.

N.A.

N.A.

Ad&) . 5 L S ~ J . >->L dJJ L ( ; v ~ ~ ~ ~ ~ P ~ ~ ~ ~ ~ ~ - Arabian lndustnes (JV) BAR BENDING SCHEDULE


REF. DWG NO.: NIM-2-5772-037-DQ-3


T h ~ s schedule complies with BS 8666 2005 All d~mensions are in mm Refer to Bar shape Code draw~ng * Specified in multiples of 5 mm t Specified In multiples of 25 mm

Total MTO for Rebars. Dia. Of Bar Length of Bar (m) Weight (Kgs) Total Weight (Kgs) 84 200

TE T8 T I 0 97.90

60.70

T32 TI2 26.40

23.50

T I 6 T20 T25

ELEVATION A - A

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

M T O

4-230 HOLES

DESCRlPllON

2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. 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.

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 Q \ R E C E I V E R A R E A \ M E C H A N I C A L R E ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ \ 2 5 7 7 2 0 3 9 _ D Q . d w g - G C S - 2 7 / 0 2 / 1 1 - 1 0 : 33: 57

I-?I

PLAN

REINFORCEMENT PLAN

2 2 2 2

SECTION B - B

NOTE: 36 DENOTES, SINCE GRADE ELEVATION VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLATION.

SECTION A - 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 350 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

*TOC EL.

9 8 . 8 5 0 99.1 6 0 99.1 6 0

I I I I 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 A R E A \ M E C H A N I C A L REQUIREMENTS\25772040-DQ.dwg-GCS-27/02/11-10: 33: 59

NUMBERS REQUIRED

1

FOUNDATION DESlGNATiON

PS-053 P S - 0 5 4 PS-057 PS-058

REFERENCE DRAWING

NIM-2-5166-001-DQ-1

-.-LA) & d l Clir -1. >*,L dd9 ( - v 8: Worleyparsons -Arabian lndustnes (JV) BAR BENDING SCHEDULE


Prepared by: GCS Checked by: PNG


This schedule complies w ~ t h BS 8666 : 2005 All dimensions are in mm Refer to Bar shape Code drawlng * Specified In rnult~ples of 5 mm

t Specified in mult~ples of 25 rnm


Sheet No I of 1


T6 T8 53.33

21.33

T I 0 243.00

150.66

TI2 78 30

69.69

TI6 T20 w- T25 T32

M T O

EARTHING BOSS

TOC EL 98.850 1

0 N r-T-- 1 k GRD EL 98.700

ELEVATION

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

SECTION B - B

SAP No.

1000080438

10001 4561 2

1000080321

BASE PLATE

2 0 M K PLATE 0.1 4 m2 100006261 0

EARTHING BOSS 1 PCS N.A.


UNITS

rn

m

m

DESCRIPTION

HE 140A

RSC 1 0 0

RSA 7 0 x 7 0 ~ 7

- RSC 1 0 0

I / (NOT VALID FOR GUIDE SUPPORTS)

HE 140A

QUANTITY

2.60

0.70

0.60

ELEVATION A - A

2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. 3. ALL STEEL WORK TO BS EN 10025 GRADE S 2 7 5 JR 4. PIPE SECTION TO API 5 L GR B. 5. ALL CONNECTIONS TO BE MADE USING 5mm CFW. ,,,.,, , P I P E S U P P O R T S

DEscRmoN : P S - 0 5 5 I I I J

P A R S O N S F i l e name: W: \2 -C IV IL \C-31 O ~ O ~ ( E M C ) \ P A I P \ P A ~ P O O ~ O ~ - D Q \ R E C E I V E R A R E A \ M E C H A N I C A L REQUIREMENTS\25772042-DQ.dwg-GCS-27/02/11-1 0: 34: 00

PLAN


PS-064

REINFORCEMENT PLAN

0 GRADE* ! 2 v Y I I

FB 8-T12-3

REFERENCE DRAWING

NIM-2-5166-001-DQ-1

USSA

SECTION A - A

NUMBERS REQUIRED

1

\ 5 0 THK BLINDING CONCRETE

++ TOC EL,

99.160

LAID ON 1000g POLYTHENE SHEET

SECTION B - B

Lb) &$I d b u l - jrJb dA WorleyParsons - Arabian Industries (JV)


ST!!-2-3901-001-A3-D - TYPE 9011

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


M T O

1. ALL DIMENSIONS 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 BS 4449. 4. ALL EDGES SHALL H A M A CHAMFER OF APPROX. 25mm. 5. ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED N T H TWO COATS OF "FOSROC DEKGUARD S" WITH A DFT OF 350 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

--

DESCRIPTION


CONCRETE GRADE 3 5

CEMENT SAND GROUT

REINFORCEMENT STEEL

PROTECTIVE COATING



A 0

IN CASE OF DEVIATIONS A MARKED U P PRINT SHALL BE SENT TO THE PROJECT ENGINEEF ] SCALE : 1: 20 CAD DRAWINC

i c . hrvu- - l A z


QUANTITY

0.25

1.20

13.50

90.67

14.70

2 0

5.00

REV

SUB AREA : PRODUCTION STATION NO. 05 # ' i( 64

Petroleum Deselo~ment Oman

27.02.11 26.02.11

UNITS

m3

m3

lit

Kg

m 2

PCS

m 2


DATE

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 I V E R A R E A \ M E C H A N I C A L REQUIREMENTS\25772043-DQ.dwg-GCS-27/02/11-10: 34: 01

SAP No.

N.A.

N.A.

N.A.

N.A.

N.A.

N.A.

N.A.

GCS GCS

DRWG.TYPE : PIPE SUPPORTS-FOUNDATION DETAILS

DRAWN BY

..& KBR

TEAML

DRWG

GSB

ENG SECT

AREA CODE

J.ENG.


CHECKED

SERIAL NUMBER

PROJ. ENG.

IN.09.011 IN.09.011

DESCRlPllON SIGNATURE

SHEET

OSE/28N OSE/28N

WBS No.

PROJ CODE

P D 0 APPROVAL

DWG SIZE

RE\

(*L) &,dl L j i s U l . >+,L di9 m- Worleyparsons - Arabtan Inddstnes (JV) BAR BENDING SCHEDULE


Prepared by: GCS Checked by: PNG cy


This schedule complies with BS 8666 : 2005 All dimensions are in mm

Refer to Bar shape Code drawing * Specified in mult~ples of 5 mm t Specified in multiples of 25 mm

Designation

PS-064,065,071,

072 & 073

Sheet No 1 of 1

---

Bar Mark

1 -

2

3

4

Type &

Size

T8 -

TI0

T12

T8

Nos. Reqd

5

5

5

5

No. of Bars in

each

12

12

8

3

.- -- - -.

Total Nos.

60

60

40

15

Length of each Bar

t 925

925 725 -

1375

Shape code

21

21

A'

125

125

B ̂

700

700 11 51

C

125

125

200 --

300

D* Ern*

-

530

300

. --- -

I SUPPORT 1 REFERENCE 1 ELEVATIONS / DIMENSIONS / p l p ~ / Nos. I 4 CO-ORDINATES

140x120~8 Thk. PLATE I NUMBER 1 DRAWING

TOS EL. 'A' - . .. -

A I *B j C 1 ++ g I GUIDE I REQD. I X Y

ELEVATION A - A


M T O DESCRIPTION QUANTITY UNITS SAP No. 4-23@ HOLES

7 1 3" SCHEDULE 40 PIPE 1 3.95 1 rn 1 1000051540

*TOC EL. 'B'

I RSC 140 ( 0.70 1 rn 1 1000080366

15 THK PLATE 0.1 5 rn2 1000080265 (ALONG CROSS ARM) 8 THK PLATE 0.10 m2 1000062607

I I

220x220~15 THK BASE PLATE

I"

ELEVATION APPROVED FOR CONSTRUCTION SECTION B - B

1 0 1 26.02.11 1 GCS 1 KBR 1 ~ S B 1 ISSUED FOR COMMENTS 1 IN.09.011 1 0sE/28N 1 ,

A

DESCRlPllON

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

DRWG.lYPE :

o E s c R l P T l o N :PS-064, 072 & 073 NOTES REFERENCE DRAWINGS

I I I I I I P A R S O N S F i le name: W: \ 2 _ C l V l L \ ~ - 3 1 ~ ~ ~ ~ ( E M C ) \ P A I P \ P A I P O ~ ~ ~ ~ ~ D Q \ R E C E I V E R AREA\MECHANICAL ~~~~1~~~~~~~\25772045_DQ.dwg-GCS-27/02/11-10: 34: 02

27.02.11 GCS APPROVED FOR CONSTRUCTION IN.09.011 OSE/28N

6mm. DIA HOLE NO HOLE IN PIPE

TYPE - A

6mm. DIA VENT

6mm. DIA HOLE

REINFORCING PAD TYPE - C TYPE - D WELD DETAIL

TRUNNIONS FOR STRAIGHT CS PIPING

PIPE SIZE TRUNNION SIZE PAD WIDTH CLOSER 'L' PIPE SIZE TRUNNION SIZE PAD WIDTH CLOSER 'L'

NOM OD NOM OD 's' PLATE 'T' (MAX) NOM OD NOM OD S PLATE 'T' (MAX)

2" 60.3 1-1/2" 48.3 25 6 500 12" 323.9 10" 273.0 - 3" 88.9 2" 60.3

4" 114.3 3" 88.9 -mb 6" 168.3 4" 114.3

8" 219.1 6" 168.3 10" 273.0 8" 219.1

2. ALL ELEVATIONS & CO-ORDINATES ARE IN METRES. 3. ALL STEEL WORK TO BS EN 10025 GRADE S275 JR 4. PlPE SECTION TO API 5L GR B. 5. ALL CONNECTONS TO BE MADE USING 5mm CFW. Petroleum Development Oman

6. ALL STEEL WORK TO RECEIVE CORROSION PROTECTION IN ACCORDANCE WITH DOCUMENT NO. SP-1246-2

NOTES

PARSONS File name: W: \2_C lV lL \~ -31 ~ ~ ~ ~ ( E M c ) \ P A I P \ P A I P o ~ ~ O ~ _ D Q \ R E C E I V E R AREA\MECHANICAL ~ ~ ~ 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 / 1 1 - 1 0 : 34 : 0 4

DESCRlPTlON AREA / s / SERIAL / s H . / P / S

DRAWlNG NUMBER

REFERENCE DRAWINGS

DRWG.P~PE :PIPE SUPPORTS-TRUNNION

DEscRlPTloN : P S - 0 6 7

DRWG

NO

AREA CODE

ENG SECT

A NIM 2 5772 047DQ 3

SERIAL NUMBER

SHEET REV, PROJ CODE

DWG SIZE

TOS EL. 'A' L

140 - - - - 1 4 0 x 1 2 0 ~ 8 Thk. PLATE

ELEVATION A - A

SUPPORT REFERENCE ELEVATIONS DIMENSIONS I NUMBER I ::RAwl\C 11) Cid:1E ( diPd;. 1-1

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.

A 27.02.11 GCS %& )cl' APPROVED FOR CONSTRUCTlON IN.09.011 OSE/28N


Lh) ~ Y I &bull. jp~i dll REV DATE BY DESCRlPllON WBS NO. CHECKED P D 0 APPROVAL

WorleyParsons -Arabian Industries (JV) PRI).IFCT DRAWING RFVlSlON

I M T O

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

D R W G . ~ E : PIPE SUPPORTS

DEscRlpTloN :PS-076 TO PS-085 R E F E R E N C E D R A W I N G S

-- LONG CROSS ARM)

I I I I I I

P A R S O N S F i l e name: W: \ 2 _ C l ~ l L \ C - 3 1 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 A R E A \ M E C H A N I C A L ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ \ 2 5 7 7 2 0 4 8 _ ~ ~ . d w q - G C S - 2 7 / 0 2 / 1 1 - 1 0 : 34: 05

SAP No.

1000051 5 4 0

1000080366

1000080265

1000062607

LC.

T A L

UNITS

m

m

rn

m2

DESCRIPTION


RSC 140

15 THK PLATE

8 THK PLATE

ELEVATION SECTION B - B

QUANTITY

4.40

4.00

0.50

0.35


I I I I I I I I I

SECTION B - B

REINFORCEMENT PLAN

PLAN (11 NOS. REQ'D)

SECTION A - 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

DRWG.WE : PIPE SUPPORTS-FOUNDATION DETAILS

D,scR,pno, :PS-076 TO 085 & 087 I I 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 E I V E R AREA\MECHANICAL ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ \ 2 5 7 7 2 0 4 9 _ ~ ~ . d w g - G C S - 2 7 / 0 2 / 1 1 - 1 0 : 34: 06

u 1 S U l - SgrJL &>> ('k""' - WorleyParsons - Arablan lndvstrles (JV) BAR BENDING SCHEDULE


Prepared by: GCS Checked by: PNG QY

REF. DWG NO.: NIM-2-5772-049-DQ-3 Date: 27-02.] 1


Type Nos. No. of Length of Bar Total Shape

Designation & Bars ln each Bar A' B C * D* E/R' Reqd code Nos. Mark size each t

- PS-076TO 085 I T8 1 1 12 132 925 21 125 700 125

This schedule complies with BS 8666 - 2005 All dirnens~ons are In mrn Refer to Bar shape Code drawing * Spec~fied In multiples o f 5 mrn

t Spec~fied In multiples of25 rnm

I M T O

I DESCRlPTlON I QUANTITY I UNITS I SAP No.


3" SCHEDULE 40 PIPE

RSC 140

15 THK PLATE

4-230 HOLES 140x1 70x8 Thk. PLATE (NOT VALID FOR GUIDE SUPPORT)

8 M K PLATE 0.1 0 m 1000062607

0.25

0.70

0.05

L; io=_ \ 220x220~15 THK BASE PLATE

SECTION B-B

rn

rn

m2

ELEVATION

1000051 540

1000080366

1000080265


3. ALL STEEL WORK TO BS EN 10025 GRADE 5275 JR 4. PlPE SECTION TO API 5L GR B.

DRWG.TYPE :

DEscRlPmoN : P S- 0 8 7 REFERENCE DRAWINGS

I 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 AREA\MECHANICAL REQUIREMENTS\25772051-DQ.dwg-GCS-27/02/11-10: 34:07

'FOSROC NITOCOTE PE 135 ' \

/ SUPPORT I 1 NUMBER I

REFERENCE I ELEVATIONS 1 DIMENSIONS I 'u' I Nos. I 4 CO-ORDINATES 1

N O T E . 4 DENOTES, SINCE GRADE ELE-VATIONJARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRICATION/CONSTRUCTION/INSTALLATION.

DRAWING I

D I E I * F / G I BOLT I R E Q D . / ~ ~ * CO-ORD.I~Y~ co-oRO./

IN 2 COATS WITH GLASS MAT \50 THK. BLINDING CONCRETE OR MASTER SEAL 5 5 0 LAID ON 1000g POLYTHENE OF DEGUSSA OR EQUIVALENT SHEET

(TYP) ELEVATION

d 131. 0 I 0 o -> -tf'

l+i UB-2

M T O

I

SAP No.

1000062630

1000062697

N.A.

N.A.

N.A.

N.A.

DESCRIPTION

RSA 8 0 x 8 0 ~ 8

A 1 9 3 MESH FABRIC

BLINDING CONCRETE

CONCRETE GRADE 3 5

PROTECTIVE COATING

1000g POLYTHENE SHEET / I

QUANTITY

1.40

0.64

0.02

0.1 0

1.54

0.50 \ ( c ' M-

UNITS

m

m2

m3

m3

m

m2

0 ' 1

11

LO 7 Ae

Y

- L

LO

0 26.02.11 GCS KBR GSB ISSUED FOR COMMENTS IN.09.011 OSE/28N

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. sue AREA : PRODUCTION STATION 5. ALL CONNECTIONS TO BE MADE USING 5mm CFW.

DRWG.TYPE :

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 \ R E C E I V E R AREA\MECHANICAL ~ ~ ~ ~ l ~ ~ ~ E ~ ~ ~ \ 2 5 7 7 2 0 5 2 - D Q . d w g - G C S - 2 7 / 0 2 / 1 1 - 1 0 : 34: 08

IN.09.011 APPROVED FOR CONSTRUCTION 4 0

--

OSE/28N

CONSTRUCTION

I

I \

- J, 'X' - CO-ORD. APPROVED FOR

1

A GCS 27.02.11 % fl

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

ELEVATION M T O

-

DESCRIPTION QUANTITY UNITS SAP No.

BLINDING CONCRETE 0.25 rn3 N.A.

A

2 2 2 2 2 2 2 2 2

REINFORCEMENT

-

I CONCRETE GRADE 35 1 1.52 1 m3 I N.A. I

TOS EL.

98.655 98.655 98.655 98.655 98.655 98.655 98.655 98.050 98.050

I REINFORCEMENT STEEL 1 110.33 1 K q I N.A. I

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

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

I FLAT 100x10

L 500 500 500 500 500 500 500 500 500

REQD. 1 1 1 1 1 1 1 1 1

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

FLAT 25x6 2.70 m 1000062571

PROTECTIVE COATING 18.75 rn N.A.

1OOOg POLYMENE SHEET 5.04 rn2 N.A.

k * ~ +

* H

650 650 650 700 700 650 650 500 500

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

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

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. N IM-2-5772-054-DI t4 DRWG.TYPE : PIPE SUPPORTS-SLEEPER DETAILSS

NOTES/REFERENCE DRAWINGS DESCRIPTION : S L - 0 0 2 TO SL-010

PARSONS File name: 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 R AREA\MECHANICAL REQUIREMENTS\25772053-DQ.dwg-GCS-27/02/11-10: 34: 09

(h'-=--) - L a \ - YSIJL di9 WorleyParsons - Arabian lndustnes (JV) BAR BENDING SCHEDULE


REF. DWG NO.: NIM-2-5772-053-DQ-3

Document No.: N1M-2-5772-054-DQ-4

Revision No.: A Prepared by: GCS Checked by: PNG Date: 27.02.1 1

Total Weight (Kgs) 110330

This schedule complles with BS 8666 : 2005 All d~menslons are 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

ELEVATION

I MATERIAL GUIDE

1 BAR NUTS

I I

N.A. M20 1000063799

SIZE

8

N.A. M24 10001 20055

PIPE GUIDE NOMINALPIPESIZE PIPE DIMENSIONS Nos.

DESIGNATION INCHES MM 0 D A B C D E T REQD.

UB-0.5 '4 " 15 21.3 8 32 40 45 30 10 -

UB-0.75 ,/4 " 2 0 26.7 8 37 45 55 35 10 1

SAP No.

1000080335


SIZE

M8

2. EACH BOLT TO BE SUPPLIED WlTH 2 NUTS &


SAP No.

1000063795

A 0

4.U-BOLT CORROSION PROTECTION SHALL COMPLY DESCRlPllON

AREA i s E R A t i . P s DRWG.TYPE :PIPE SUPPORTS WlTH SP-1246-2

DRAWlNG NUMBER

,Es,R,p,oN : 'U' BOLT (PIPE NOT GRIPPED) DETAILS NOTES REFERENCE DRAWINGS

I I I I I I I

L I

PARSONS Fi le name: W: \2-CIVIL\C-31 O ~ O ~ ( E M C ) \ P A I P \ P A I P ~ ~ ~ ~ ~ - D Q \ R E C E I V E R AREA\MECHANlCAL REQUlREMENTS\25772055-DQ.dwg-GCS-27/02/11-10: 34: 1 0

27.02.11 26.02.11

GCS GCS

'$!a, - KBR GSB


IN.09.011 IN.09.011

OSE/28N OSE/28N

PLANT NORTH

A 50THK.GALVANIZED

A-48306 - PIG RECT~ET S 10.000 (HOLD)

MAIN BARS

DETAIL OF GRATING

200 98.925

/(H.P) I

-Bd!l- 5000

98.925 / PLAN 2 \ 98.925

(H.P) (H-P)

GRD EL 98.800 (c .

x?s%xsT 7 A -


98.925 (H.P) \

'FOSROC NITOCOTE PE 135' /

mw,.,, : C I V I L DETAILS

PARSONS File name: W: \2-CIVIL\C-31 O ~ O ~ ( E M C ) \ P A I P \ P A I P O ~ ~ O ~ ~ D Q \ R E C E I V E R AREA\25773001 -DQ.dwg-GCS-27/02/11-10: 31: 2 8

W - - - 200 - 1500 -

50THK.GALVANIZED GRATING

\ \

-

T= =

2W

SECTION C-C

10 lb lc Id lc 11 l g lh 1

PANEL DETAIL-C3

N .

PANEL DETAIL-C4

REINF'T BOT. PLAN

SECTION E - E VIEW E - E SECTION G - G VIEW H - H

BAR BENDING SCHEDULE

JOB NO.: PAIP00405 PART ID.: PRODUCTlON STATION

DRAlN PIT

REF. DWG NO.: NIM-2-5774-001-DQ-3

Document No.: NIM-2-5774-002-DQ-4 Revision No.: A Prepared by: GCS Checked by: PNG Date: 27.02. I


This schedule compl~es with BS 8666 - 2005 All dimensions are In m m Refer to Bar shape Code drawing * Specified in mult~ples of 5 mm t Specified In multiples of 25 mm

Designation

DRAIN PIT

Sheer No I of I

Bar Mark

1 l a

l b

Ic

I d l e

If

Ig Ih

--

2

3

Type &

Size

T12

TI2

TI2

TI2

T12

-

3a - 3b

4

Nos. Reqd

1

1 1 --

1

1

T12

TI2 --

TI2 -

1

1 8

1

1

1

No. of Bars in

each

4

1

.- 1

1 1

-

--

TI2

TE TI2

TI2

T12

TI2

---

1

1

1 1

13

8 1

1

8

- -

-

- - -

1 1

1

1

1 1

.-

-.

--

Total Nos.

4

1

I 1

1 -

--

-

1

I 1 1

13

8

--

--

-- --

Length of each Bar

t 6400

5200

5350

5500

5675

- --

5500

6800

5500

-

. -

-

5825

5975

-

300

300

1540

--

41

41

21 -

--

.-

-

- - -

Shape code

21

21 .- -

21

21

21

-

-.

- -

-- -

----

-

21 -

21

-

-- -

- -

A'

1990

1390 -- .

1470 --

1545

1625

1270

1920

2450 -

--- -

- ----

---

1700

1775 -

2450

2450

1540

1270 1920

6125

6275

5850 -

5500

-

1850 -

1925 -

1330

1540

300

300

21

21

99f

21

.

2450 -

2450

B *

2450

2450 -

2450

2450

2450

1700

1775

C"

1990

1390

1470

1545

1625

D'

.

. - --

2450

2450

1955

2450

EIR'

1850

1925

630

1540

635

--

-- -

--

1960

-

- - - .

-- -

NOTE AFrm INSTAUATION OF PIPE OPENING GAP WAU FlllED MlH CEMENT MORT03

1 24W OPENING

8W I 600 I 600 1 2 0 0 ' I

CHEWER

-26 No. R8 / T"' ANCHORS (m 1060 720x320 WEN1 G IN o 300 C/C CHEO'D PLATE '

m PLAN AT 97.132 PLAN AT 98.950

PLATE

UFllNG HANDLE

SEE DETAIL-2) IF----

PANEL DETAIL-C1 (1 No. REQD)


6 Thk. CHEWER PLATE

PANEL DETAIL-C6 (2 NO. REQD)

M.T.O. I DESCRlPTlDN I WANTlM I UNITS I SAP No. I


PANEL DETAIL-C3

SECTION B - B

25x6 lhk FLAT 6 lhk. CHEWER PLATE

SECTION C - C VElW C-C

- :FLANGE PIT

PLAN

CONCRETE LAID ON 2 COATS WITH GLASS MAT 1000q POLYTHENE SHEET

SECTION A-A

A-252 REINF. MESH

5 0 THK. BLINDING / I CONC. I

I \'FOSROC NITOCOTE PE135' 2 COATS WlTH GLASS MAT I ITYP)

SECTION B-B

1 CONCRETE GRADE 2 5 1 0.08 1 m31

DESCRIPTION

BLINDING CONCRETE

I PROTECTION COATING I 1.60 I m2 I 1 12 THK. FLEXCELL 1 0.15 1 m 1

QUANTITY

0.06

1 A-252 REINFT. MESH I 0.60 I d I

UNITS

m3

1 1 0 0 0 ~ POLYTHENE SHEET 1 1.22 ( dl


I I I I I , I I

A 1 27.02.1 1 1 GCS 1 $/ 1 APPROVED FOR CONSTRUCTION I IN.09.011( O S E / ~ ~ # I 0 1 28.12.10 1 JRP I I ' 1 ISSUED FOR COMMENTS I IN.09.011 I OSE/28N I

L

( LL~) &$I s ~ W \ - ~ J U J ~

Worleyparsons - Arabian Industries (JV)

2.FOUNDATION LOCATION PLAN REF. DRG. No; SUB AREA : NIMR SLUDGE PIT SYSTEM UPGRADE NO. 16 ' (j NIM-2-5604-001-DO-1 - - - - - Petroleum Development Oman -

1. GEN. NOTES, LEGEND AND ABBREVIATIONS (CONC.) APPROVED

PR0J.ENG. SPEC.ENG. DRWG.TYPE : C I VI L D E T A 1 L DRWG AREA ENG SERIAL SHEET PROJ DWG REV. REV DATE DESCRIPTION B.I.NO. - BY PDO APPROVAL

CODE SECT, NUMBER CODE SIZE REF. DRG. NO: NIM-2-5771-001-DQ-3 I

NOTES/REFERENCE DRAWINGS 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~(EMC) \PA IP \PA IPOO~O~_DQ\RECEIVER ~REA\25774004-DQ.dwg-GCS-27/02/11-10: 3 1 : 33

I CONTRACT NO.: C3110606 1 PRoJ. No : PAlP00405

REV

IN CASE OF DEVIATIONS A MARKED U P PRINT SHALL BE SENT TO THE PROJECT ENGINEER I SCALE : 1: 20 CAD DRAWING


DATE B Y

TEAML J.ENG.

CHECKED

PROJ. ENG. DESCRlPnON

SIGNATURE WBS N o -

P D 0 APPROVAL

M.T.O. , I

CHEWER PLATE

6' UNE eDF EL 97.216

6' UNE * O f E l 97.216

750x200 DEEP OPENING AT & EL 97.216 (NOTE)

(* PLAN AT 98.950

. . .

!el PANEL DETAIL-C1

PANEL DETAIL-C3

FLAT 40x6 W E D TO UNDERSIDE Of PLATE (TYP)

PANEL DETAIL-C5

PANEL DETAIL-C2

PANEL DETAIL-C4

I DESCRIPTION I WANTlM I UNITS I SAP No. I

FLAT 25x6 1 6.50 1 m I 1000062571

R A T 40x6 1 250 1 m I 1WM)B0324

BUNDING CONCRFIE

CONCRETE GRADE 25

200 THK. HOUOW BLOCK WORK

RSA 60~60x6 1 6.50 1 m I 1000080320

RSA 65x50~5 I 4.00 I m I 1 ~ 0 1 3 ~ ~ 1

0.22

1.20

2.32

10 l H K PLATE

CHECKERED PLATE

RSA 50~50x6

TE REINF BAR 1 27.60 1 m 1 1000133551

n o RUNF BAR I BJ.W I m I

n?

n?

2

0.05

240

0.35

d d m

RSA BOxaOxB

RB RDNF BAR

R20 REINF BAR

A 252 MESH FABRIC 1000141508

MI2 HSB W l H NUT & WASHER 60 Lg

POLYlHoJE SHEEl lOWg 4.32

I PROTEC'IIM COATlNG 19.30 N.A.

N.A.

N.A.

N.A.

lwoo626OB

N.A.

1000062629

R10 REINF BAR I 40.W I m 1 1000133577

2' PlPE SCHEOULE 40 1 230 1 m I 1WM)51537

PANEL DETAIL-C6

TYP. LlFlTlNG HANDLE DETAIL SECTION A-A

SECTION C - C

I

1000062630

1000133574

1W0076442

240

5.00

3.10

m m

m

M.T.O.

=I =

PLAN 25THK. GRATING /(NP)

OUTSIDE SURFACE PAINTED

IN 2 COATS WlTH GLASS MATERIAL.

GRD EL 99.010

I

I 1 1 I

[ \ 1 0 0 THK CONCRETE

\ 1 0 0 BASE SLAB

SAP No.

N.A.

N.A.

1 0 0 THK. SOLID BLOCK WORK

A 1 9 3 MESH FABRIC

U N I T S

rn 3

rn 3

DESCRIPTION BLINDING CONCRETE

CONCRETE GRADE 2 5

PROTECTIVE COATING

I I I I

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

Q U A N T I T Y

0.02

0 .03

0 .03

0.1 2

0.96 I mL I N.A.

2 5 THK. GRATING

POLYTHENE SHEET 1 0 0 0 g

REFERENCE DRGS: -

I I I

1. GENERAL NOTES, LEGEND & ABBREV. (CONC.) - NiM-2-5771-001-DQ-3

2. FOUNDATION LOCATION PLAN - NIM-2-5166-001-DQ-1

3. TYPICAL GRATING AND TREAD DETAILS - NIM-2-5771-004-DQ-3

rnJ 2 m 0

0.09

0.42

I CONCRETE GRADE 25 1

N.A.

1 0 0 0 0 6 2 6 9 7

5 0 THK BLINDING CONCRETE LAID/ ON 1OOOg POLYTHENE SHEET

SECTION A - A

,R,,,, ,CIVIL D E T A I L S DESCRlPllON

DEscRlPTloN : C O L L E C T I O N PIT

m2

m 2 N.A.

N.A.

1380 I 250 d 17.5 DIA HOLE FOR

1 I M ~ ~ H H S B - ~ O L ~

PLAN FOUNDATION PLAN

I - . - . - . - . - . - - - - I --+ I t

I FLAT BOX6 I I

' I ' ' I '

W STAIR I I I I

--J

TOG EL 100.200

M.T.O. I WANSlM I UNITS I SAP NO.

SECTION C - C (2 Nw. REM)) (SCALE 1:10)

~ 1 2 5 1 750 I

2-17.5+ HOLES / FOR MI6 BOLTS

\RSC180 R S C 1 8 0 /

(W

SECTION D - D (SCALE 1:lO)

SECTION A-A SECTION B-B APPROVED FOR I CONSTRUCTION

REINFORCE-ME-NT PLAN

M T O

2 2 2 2

SECTION B - B

SAP No.

N.A.

N.A.

N.A.

N.A.

N.A.

N.A.

N.A.

DESCRIPTION


CONCRETE GRADE 35

CEMENT SAND GROUT

REINFORCEMENT STEEL

PROTECIVE COATlNG

200 FOUNDATION BOLT TYPE - J5 P~



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

REFERENCE DRGS: - 1. GEN.NOTES, LEGEND & ABBREVIATIONS (CONC.) - - NIM -2-5771 -001-DQ-3 2. PLATFORM P1 DETAILS- - - - - - . . - . - . . . - - - - . - - NIM -2-5775-001 -DQ-1

PLAN 3. FOUND BOLTS . . . . . . . . . . . . . . . - . . . . . . . . . . . STD - 2-3950-001 -00-3 i 0 (2 NOS. REQ'D)

4. BAR BENDING SCHEDULE . . - . - . . - - - - - - . . - - - . NIM -2-5775-003-DQ-4 rY a 2 t-

5. FOUNDATION LOCATION PLAN- - - - - . - - - . - - - - - - NIM -2-5604-005-DQ-1

0 07

E 2 rollC NC3

\ c . m v c b u 3 7 A z -


1. ALL DIMENSIONS ARE IN MlLLlMETRES AND REV DATE APPROVED DESCRlPllON WBS NO.

ELEVATIONS IN METRES. BY PDO APPROVAL

QUANTITY

0.1 5

0.90

10.60

73.61

9.20

8

2.90

DRWG AREA CODE SECT ENG NUMBER SERIAL SHEET PROJ CODE DWG SIZE REV.

UNITS

m3

m 3 lit

Kg

m 2

PCS

m 2

SECTION A - A

TEAML J.ENG. PROJ. ENG. SIGNATURE ( bh) &$\ C ~ W \ - R N DATE DRAM DESCRIPTION WBS No.


Worleyparsons - Arabian Industries (JV) PROJECT DRAWING REVISION

IN.09.011 IN.09.011

OSE/28N OSE/28N

A 0


27.02.11 26.02.11

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 2 / 1 1 - 1 0 : 31: 36

I I I I 1

MASTER DRAWING REVISION IN CASE O F DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE

GCS GCS

D E C R P O N : PLATFORM FOUNDATION MK'D PF1

W, KBR

No

+/ GSB

NIM' 2 ' 5775'002'DQ


3 A

CPL) &_)if1 i l S U l - y*lL &_I (- Worleyparsons - Arabtan lndustnes (JV) BAR BENDING SCHEDULE


PLATFORM-PI Prepared by: GCS Checked by: PNG &y



This schedule complies with BS 8666 : 2005 All dimens~ons are in mm Refer to Bar shape Code drawing * Specified in multiples of 5 mm t Spec~fied in multiples of 25 mm


Designation

PLATFORM-PI

-


T6

Nos. Reqd

2 2

2 2

Bar Mark

I 2

3

4

--

--

--

T8 48.25

19.30

Type &

Size

TI0

T12 T8

T8

No. of Bars in

each

24

12 5

10

-

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

-

----

Length of each Bar

A 1

1125

975 1975 1425

Total Nos.

48

24 10

20

TI0 54.00

33.48

-

-

Shape code

21 -

11 51 51

T32 TI2 23.40

20 83

T20

-

TI6 T25

A'

125

200 450 450

-

---- - -.

B '

900 780 450 175

C*

125

- - -

- --

D'

-

-

E/R'

- -

-

-- -.

u

SECTION B-B

50 THK LAID ON

GRD EL 98.800 r

r 1 g o o I-. M

.NIT)

91s 2

2 Nos. 20 DIA. TYPE-J5 A /FOUNDATON BOLTS

M.T.O.

OF STAIR & FOUND. 0 z k IS 7.200 -

BLINDING CONCRETE

LA I

0 m CD

- -

lOOOg POLYTHENE SHEET L 6-T10-1-150

SAP No. N.A.

N.A.

N.A.

N.A.

N.A.

N.A.

N.A.

D E S C R I P T I O N

BLINDING CONCRETE

CONCRETE GRADE 35

CEMENT SAND GROUT

FOUNDATION BOLTS

PROTECTIVE COATING

REINFORCEMENT STEEL


I I

SECTION A - A

1. GEN.NOTES, LEGEND & ABBREVIATIONS (CONC.) - - - - - NIM -2-5771 -001 -DQ-3

PLAN 2. FOUND BOLTS . . . . . . . . . . . . . . . . . . . . . . . . . . . STD -2-3950-001 -00-3 3. BAR BENDING SCHEDULE . - - . . - . - - - - - - - - . - - . NIM -2-5775-005-DQ-4

( 2 NOS. REQ'D) 4. FOUNDATION LOCATION PLAN - - . - - . - - - - - - - . - - NIM -2-5604-005-DQ-1

\

1

1 rB\i 4 5x2-T12-2


Q U A N T I T Y

0.1 3

0.71

4.62

4

7 .84

41.04

2.60 -

11 o * Tm

B T 1 3 x 3 - T 8 - 3 - 1 7 5 ( 3 LINKS PER SET)

-----7

U N I T S

m 3

m 3

~ i ' PCS

m 2

kg m 2

1 1 1

II

TEAML J.ENG.

LL) &bm\ - jpJk dU REV DATE DRAW

PROJ. ENG. SIGNANRE DESCRIPTION WBS No.


WorleyParsons - Arabian Industries (JV) I P R O J E C T D R A W I N G R E V I S I O N

I

sue AREA : PRODUCTION STATION

DRWG.TYPE :

/ \

A 0

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 E R AREA\25775004-DQ.dwg-GCS-27/02/1 1 - 1 0 : 31: 38

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

A4 REFEREN~CE DRGS: -

/

b

GCS GCS

27.02.11 26.02.11

--

QY KBR

$?/ -APPROVED FOR CONSTRUCTION IN.09.011 IN.09.011 GSB

OSE/28N OSE/28N ISSUED FOR COMMENTS

eoL) X+&l i b U 1 - SFiCI dJ9 pGJg)L orteyparsons - Arabian lndustnes (JV) BAR BENDING SCHEDULE


STAIR FOUNDATION Prepared by: GCS Checked by: PNG %?

REF. DWG NO.: NIM-2-5775-004-DQ-3 Date: 27.02.1

This schedule compl~es with BS 8666 : 2005 All dimensions are in mm Refer to Bar shape Code drawing * Specified In multiples of 5 mm i Spec~fied in multiples of 25 mm

Designation

STA~R

FOUNDATION

-- -

--- -

Bar Mark

1 2

Type &

Size

TI0 TI2

- -

--

--

.

. - -

-

Nos. Reqd

2 2

3

---

--

.-

-

-

-

-- -

--- ~

~ - -

9

~ --

No. of Bars in

each

6

10 T8

~

-

.-

. - -

18

-

2

--

--

--- - - .

--

-- -

Total Nos.

12

20

--

--

1600

--

-

-

- -.

-- -

---

Length of each Bar

t 1275

1125

.-

-- -

-

7 --- --

-

51 - -

-- -

-

- ---

-

-.

Shape code

21

21

520

- --

A*

150

150

----

- --

---

-

-

200

- -

-

--

--

B"

1000

450

C*

150 550

D" E/R'

- -

SECTION D - D

(FOR LOCAllON R E . PIPING G.A. DRG. NO. NIM-3-5M15-001-DC-1)

mt DENOTES, SINCE GRADE W A T l O N VARIES, CONTRACTOR TO MRlFY ELEVAllONS AND DIMEN40NS AT SITE. PRIOR TO FABRICAllON/ CONSTRUCllON/INSTAUATlON.

-3 0 LT a 0 m SEE NOTE-5

2-200 TYPE J5 I /FOUNDATION BOLTS

TOC EL 9 9 . 1 6 0 /


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

I

M T O

USSA

SECTION A - A

SAP No.

N.A.

N.A.

N.A.

N.A.

N.A.

N.A.

N.A. L

DESCRIPTION


CONCRETE GRADE 35

CEMENT SAND GROUT

REINFORCEMENT STEEL

PROTECTIVE COATING


1000g POLYIHENE SHEET

3 3 3

SECTION B - B

REFERENCE DRGS: - I

QUANTITY

0.20

0.90

12.88

72.54

11.68

8

4.00

1. GENERAL NOTES, LEGEND & ABBREV. (CONC.) - NIM-2-5771-001-DQ-3

2. FOUNDATION BOLTS - STD-2-3950-001-00-3

3. PLATFORM DETAILS - NIM-2-5775-006-DQ-1

4. PLATFORM DETAILS - NIM-2-5775-009-DQ-1 5. LOCATION PLAN - NIM-2-5166-001-DQ-1 6. B B S - NIM-2-5775-008-DQ-4

UNITS

m 3

m3 l i t

Kg

m 2

PCS

rn2

CONCRETE GRADE 35


TEAML J ENG. PROJ. ENG. SIGNATURE

Lb) bkul - j p ~ b da REV DATE DRAWN DESCRlPllON WBS No.



A 0

DR,,,, : C I V I L D E T A I L S

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 O ~ ~ ~ ( E M C ) \ P A I P \ P A I P O ~ ~ O ~ _ D Q \ R E C E I V E R A R E A \ M E C H A N I C A L REQUIREMENTS\25775007-DQ.dwg-GCS-27/02/11-10: 34: 1 7

27.02.11 26.02.11

GCS GCS

'P$- KBR GSB


IN.09.011 IN.09.011

OSE/28N OSE/28N

(bh) & d l L k U I - >-,L +Jd3 m- WorleyParsons Arablan Industries (JV) BAR BENDING SCHEDULE

JOB NO.: PAlP00238 Document No.: NIM-2-5775-008-DQ-4 PART ID.: NlMR SLUDGE PIT SYSTEMS Revision No.: A

PLATFORM-P3 & P4 Prepared by: GCS Checked by: PNG

REF. DWG NO.: N1M-2-5775-007-DQ-3 Date: 27.02.1 1


T h ~ s schedule complies with BS 8666 2005 All dimensions are in mm Refer lo Bar shape Code drawing * Spec~fied in inultiples of 5 mm t Specified In multiples of 25 mm


Designation

PLATFORM

FDN. PF2 -- -

-- -

- --

- --

- -

Sheet N o . 1 of 1

Total Weight (Kgs) 72 540 - T R ~

T6

Bar Mark

1 2 3 4

T8 60.90

24.36

Type &

Size

T8 -- -

TI0 TI2 T8 -- -

- --

- - - - .

-

-- -

-

--

--

--- - -

-

T I 0 44 40

27.53

Nos. Reqd

4 -- - -

4 4

TI2 23.20

20.65

No. o f Bars in

each

12 12 8

- - --

-

-

-

-

-

- - -

-

- .

- - - - - -

T16

Total Nos.

48 48

--

-

4 - --- -

-

- - -

-

-

3 -

-

--

--

-

.-

T20

Length of each Bar

7

925 925

12

-

- - .

-

--

-

- -

--

51

-

- -

-

-

----

--- --

-

-

1375

- -

- -

-

Shape code

21 21

32

- -

-.

--

-- -.

- -

\C - Ivd4- T25

11 300

. -

-

725

-

-

--

--

-

-

-

--

T32

A^

125 125

-

-

-

--

200 300

.- --

- .

530 .-

B '

700 700

-

--

-

-

-

..

--

-

C ̂

125 125

-

D" E/R'

FOUNDATION PLAN

PLAN AT TOS EL 99.875 (FOR LOCAION REF. PIPING G.A. DRG. NO. NIM-S5391-W1-DO-1

r.-.-.-.-.-.-.-.

TOG n 99.900 5zIrIxr

SECTION A-A

4-2M FWNDAION BOLTS TYPE 55

JM)X39OXl5MK BASE PLATE

II I1

t- Il ll

RSC 140, 1

SECTION' c - c BASE PLATE DETAIL

(SCALE 1:5)

2 Nos. 20 DIA. TYPE-J5

50 MK LAID ON

PLAN (1 No. REQ'D)

SECTION B-B

GRD EL 99.010 =

SECTION A-A

NOTE: * DENOTES, SINCE GRADE ELEVATlON VARIES, CONTRACTOR TO VERIFY ELEVATIONS AND DIMENSIONS AT SITE, PRIOR TO FABRIcAT~ON/CONSTRUCT~ON/INSTALLAT~ON.

M.T.O.

REFE-RENCE DRGS: - 1. GEN.NOTES, LEGEND & ABBREVIATIONS (CONC.) . . - . . NIM -2-5771 -001 -DQ-3 2. FOUND BOLTS . . . . . . . . . . . . . . . . . . . . . . . . . . . STD -2-3950-001 -00-3 3. BAR BENDING SCHEDULE . - - - - - - - - . - - - - - - - . . NIM -2-5775-011 -DQ-4 4. FOUNDATION LOCATION PLAN - - - - . - - . - - - - - - . - NIM -2-5166-001 -DQ-1

SAP No.

N.A.

N.A.

N.A.

N.A.

N.A.

N.A.

N.A.


UNITS

m 3

m 3

L! PCS

m 2

kg m 2

DESCRIPTION

BLINDING CONCRETE

CONCRETE GRADE 35

CEMENT SAND GROUT

FOUNDATION BOLTS

PROTECTIVE COATING

REINFORCEMENT STEEL


1 I I I I I I I

A 1 27.02.11 1 GCS / I $/ I APPROVED FOR CONSTRUCTION I IN.09.011 / OSE/~BN I - .

QUANTITY

0.1 0

0.36

2.32

2

3.92

20.53

1.30

I 0 1 26.02.11 1 GCS I KBR I GSB I ISSUED FOR COMMENTS I IN.09.011 I OSE/28N I I TEAML J.ENG. PROJ. ENG. SIGNATURE

( h . 4 ) %$I &bb!\ - JPJ\ REV DATE D R A W BY , DESCRIPTON WBS No. CHECKED P D 0 APPROVAL

Worleyparsons - Arabian Industries (JV) PROJECT DRAWING REVISION

DRwG.mE :CIVIL DETAILS

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 AREA\MECHANICAL REQUIREMENTS\25775010-DQ.dwg-GCS-27/02/11-10: 34: 21

-L) &A1 I j J L U I - >-,I+ &J m L orleyparsons -Arabian lndustnes (JV) BAR BENDING SCHEDULE

JOB NO.: PAIP00238 Document No.: NIM-2-5775-011-DQ-4 PART ID.: NIMR SLUDGE PIT SYSTEMS Revision No.: A

STAIR FOUNDATION Prepared by: GCS Checked by: PNG w/


Thls schedule complles with B S 8666 2005

All d~mensions are In rnm Refer to Bar shape Code drawing * Speclfied in mult~ples o f 5 mm t Speclfied In multiples o f 25 mm

Sheet No 1 of l

Mechanical Drawings

PAIP00405- Nimr S l u a e Pit Upgradation.

PLAN1 NORM

UTM NORTH - "

I 4 1 4 M JOOM

I

MASONARY WASTE

OPEN AREA

PLANT N O R M

'"-7 f UTM - 1

"

MASONARY WASTE

OPEN AREA

I = - - - - - - - - - -- - - - - - - -

\ / / \

\ / / \

\ / / \

\ / / \

\ / / \

\ / / \

\ / /\

\ / \ / / \ / \

DRAWING LIMIT S 199.000

PLANT NORTH

[ CONSTRUCTION I I l l I I I

THlS IS KEY PLAN ONLY AND NOT TO BE USE AS A PLOT PLAN

WBS No.NIM.IN.09.011

I cormun.0 ~3110606 1 RI[U NO PAIPOMOL W CASE OF DEVLATIONS A MARKED UP PRINT SHALL BE SENT TO TKE PROJECT ENGINEER

W:\3-Piplng\WPQ-PO0 LIlC JOE. ( 010606 )\PR(UECrr\P~P-PRWE~-JOss\PQPW4055DO\321371DQ.d 04-WR-2011 2:5B:18 PY Y0M.Sh.W

I - // ----- - ,NIMR ORAWNG CONmOL INDEX NIM 1 2635 300 DO 4

PLOT PLAN NIM 1 3710 001 DO I , - .NIMR SLUDGE PIT I "a 05 -- - - O M R A U PLOT PLAN NIM 1 9982 001 DO 1 --yW - -

- S - U ~4 P I asomnor

maw, 1 wcw, ~ = T R :PIPING KEY PLAN OCSD.PW rn o m -

~I I - M U Y ~ - MASTER DRAWNG REv~SION ,, :SLUDGE COLLECTION AREA

REFERENCE DRAWNGS M CASE OF DEVlAllONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFRCE

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

W : 1: 5 0 0 CAD DRAWING . . - = . - - L L LFCCL-ib-

l-&Jd.;&:;;5s;t. $-& Lj *db' ~ e t m l c u m ~cscloprncnl 0-

-

HOLD: -

m.r

w

YU m2

NIM 3 2 1 3 7 001 D O A l A

a c rtcl n a w w- -R*Ymr,

I PLANT NORTH I DRAWING LIMIT S 24.000 r - - - - - - - _ - - _ _ _ _ _ _ - - - - - - - - -

TI

I I I i DRAWING LlMlT S 45.000

I L - ~ - - - - - - - - - - - - _ 1

AND FORMS PART OF SCOPE OF PROJ. WBS No. NIM.IN.09.011

PLANT NORTH

DRAWING LIMIT S 18.000 . - - - - - - 1

DETAIL-'A'

110'-P481334-GRC SLUDGC PIT MrmCONNECnON

I

- - - - - - DRAWING LIMIT S 39.000

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

r l PLANT NORTH

:I z I

MATCHLINE E 230.500 C.0.D NIM-3-6116-001 C WP ~ ~ . 0 9 9 . 5 6 5 Z : DRAWING LIMIT E 230.500

DRAWING LIMIT N 011.000

J6'-P_ 48 1003-314401 (Wl 31 Bmm) N 006 500 SLOPE r -

N I

INSTRUMENT CABLE TRENCH g w ..................................................................... 1 I ,m

2 1 I I

FENCE -x--- +.+ - - - - -* - - -$+ - - - - ++ - - - -++ - - - +,+ - - - - -* - - - - - - - ++ - - - -x--- ++-- DRAWING LIMIT N 000.000

I DRAWING LIMIT N 011.000 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ii- 1 I

ELECTRICAL CABLE TRENCH

xi=; N W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

1 % INSTRVMENT CABLE R E N C H

. .................................................................... I: I

l EIl 00 '

- - " - - - - +++----+d---* - - - - ' c - - x - - - - ++ - - - - --fENC,E+ - - - - - *---+"+--- DRAWING LIMIT N 000.000


IGR. EL. 98.225 / (NOTE-2)


IGR. EL. 98.225 1 (NOTE-2)

NIMK

COVER SHEET

TIE-IN SCHEDULE

SLUDGE PITS SYSTEM


I I

1 I DRP'UING CONTROL INDEX REFER - I I I I i I I

IN CASE O F DEVIATIONS MARKED U P PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE ~:\3-Piping\WPAl-PDO EMC JOBS ( C

Nlh -2635-300-DQ

I I

UPGRADE

I I APPROVED FOR I

REV

NOTES/REFERENCE DRAWINGS M A S T E R DRAWING REVISION

BY

I I CONSTRUCTION I ,I

B APR.'11 MIS 4 /b 5 APPROVED FOR CONSTRUCTION IN.09.011 OSE/28N A JAN.'^ 1 MIS VMB;/HD'JA RE-ISSUED FOR COMMENTS IN.09.011 OSE/28N O I DEC.'10 I MIS \IMB/HDD NNP I ISSUED FOR COMMENTS I iN.09.011 I OSE/28t\j I

DATE - - .

I I I ! I I I I

TEAML. J.ENG. PROJ. ENG. SIGNATURE DATE DESCRIPTION I

CHECKED I W - B - s P D 0 APPROVAL

PDO APPROVAL


APPROVED

IN CASE O F DEVIATIONS A MARKED U P PRINT SHALL BE SENT TO THE PROJECT ENGINEER I SCALE : NTS CAD DRAWING

0 1 2 3 4 5 6 7 AREA : NIMR I d t I I i t i

DESCRIPTION

S U B A R E A :NIMR SLUDGE PIT --

DRw,Tp, TIE-IN SCHEDULE

D E s c R I P n o N C 0 VE R S H E E T

W.R.S. NO.

1 NO. 5 1 &"% Petroleum Development Oman

PROJ.ENG.

I 1 N IM 3 21 43 001 DQ 3 B I I SPEC.ENG.

DRWG AREA CODE

ENG SECT

SERIAL NUMBER

SHEET PROJ CODE

DWG SIZE

REV

REVlSlON & ISSUE DATE OF DOCUMENT

DESCRIPTION

REVlSlON OF SHEET

001 COVER SHEET 0 A B 002 INDEX AND ISSUE SHEET 0 A B 003 TIE-IN DESCRIPTION SHEET 0 A B

--

I APPROVED FOR CONSTRUCTION I 1

t I I I I I I I I

w:\3-Piping\WP~l-PD0 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 \ ~ ~ ~ ~ ~ O O ~ D Q . ~ W ~ 12-APR-2011 5:28:53 PM Mohd.Sheikh

w

S U B A R E A N IMR SLUDGE PIT ;r .a. w

- ( ha) &$I bkLdI- j.ipJh v?lJ @ ~ o r l e ~ ~ a r s o n s - ~ r a b i a n lnduslries (JY]

' CONTRACT NO C3110606 1 PROJ NO PAIP00405

DRWGTYPE TIE-IN SCHEDULE

D E s c R l P i l o N INDEX AND ISSUE SHEET

NOTES

a' Petroleum Development Oman

REV

B

DRWG DWG SIZE

ENG SECT

SHEET AREA CODE

3

SERIAL NUMBER

PROJ CODE

NO

I

NIM 3 21 43 002 DQ

I I I I I I I

W: \3_P ip ing \~PA l -P~0 EMC JOBS ( C310606 ) \PROJECTS\PAIP-PROJECT-JOBS\PAIPOO~O~-DQ\~~~ 4 3 0 0 3 D d w g 12-APR-2011 5:28:42 PM Mohd.Sheikh

TIE-IN NO.

@ @

REMARKS ISOMETRIC

NIM-3 -2144 -016 -DQ

NIM-3-2144-021-DQ

N IM-3 -2144 -040 -DQ

NIM-3-2144-037-DQ

N IM-3 -2144 -032 -DQ

NIM-3-2144-032-DQ

NIM-3-2144-017-DQ

Ll N E NO.

P 4 8 0 7 9

P 4 8 0 7 9

D 4 8 1 8 3

0 4 8 4 7 7

A 4 8 0 5 4

A 4 8 0 5 4

P481291

PIPING PLAN

N I M - 3 - 5 0 8 5 - 0 0 1 -DQ

N l M - 3 - 5 0 8 5 - 0 0 1 -DQ

N IM-3 -5085 -001 -DQ

N I M - 3 - 5 0 8 5 - 0 0 1 -DQ

N IM-3 -5391 -001 -DQ

N lM-3 -5391 -001 -DQ

NlM-3-6113-001-DQ

DESCRIPTION

DISMANTLE THE EXISTING PIPE SPOOL AND CONNECT NEW 4" - 1 5 0 # FLANGED PlPE SPOOL

DISMANTLE THE EXISTING PIPE SPOOL AND ADD NEW 4" - 1 5 0 # BLIND FLANGE

DISMANTLE THE EXISTING PlPE SPOOL AND ADD NEW 2" - 1 5 0 # BLIND FLANGE

DISMANTLE THE EXISTING PlPE SPOOL AND CONNECT NEW 3 " - 1 5 0 # FLANGED PlPE SPOOL

DISMANTLE THE EXISTING SCREWED PlPE AND CONNECT THE NEW PIPE P O L W I T UNION JOINTS

CUT THE EXISTING PlPE AND CONNECT THE NEW P I P 0 WITH SCREWED COUPLING

DISMANTLE THE EXISTING BLIND FLANGE AND CONNECT NEW 4" - 3 0 0 # FLANGED PIPE SPOOL

TIE-IN TYPE

F 2

F 3

F 3

F 2

T 4

7 5

F 2

P.E.F.S.

NlM- 1 - 5 0 3 0 - 001 -DQ

N IM-1 -5030 -001 -DQ

NIM-1-5030-001-DQ

NIM-1-5040-002-DQ

NIM-1-5054-001-DQ

NIM-1-5054-001-DQ

NIM-1-3637-001-DQ

COVER SHEET

ISOMETRIC AND MTO.

NIMR SLUDGE PITS SYSTEM UPGRADE

I I APPROVED FOR CQNSTRUCTIQN I I

w:\3-Piping\WP~l-PD0 EMC JOBS ( C310606 ) \PROJECTS\PAIP-PROJECT-JOBS\PAIP00405~DQ\lSO\32l44OOlDQ.dwg 12-APR-2011 3:18:31 PM Shoji.Pillol

R F V l S l O N R DATE OF ISSUE OF DOCUMENT

SHEET k 8 n

IN U

00 1 002 003 004 -

- - - - - -

I I I I I I I I I I I I

DESCRIPTION

SHEET NO.

( LL) &$I LLCUI - $JUJb JJJ r@ ~orle~~arsons-Arab ian industries 1 *IEs

COVER SHEET INDEX & ISSUE SHEET ISSUE SHEET ISSUE SHEET

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


W : \ ~ - P ~ ~ ~ ~ ~ \ W P A I - P D O EMC JOBS ( C

005 006 007 008 009 010

A R E A : NIMR

I H

REVISION OF SHEETS

CONTENTS/LINE No.

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

SUB AREA : NIMR SLUDGE PIT

G 0

ISSUE SHEET ISSUE SHEET ISSUE SHEET PE LINING DETAILS GENERAL NOTES IS0 SYMBOL SHEET

S H E n N n

DwG.TYPE : ISOMETRICS AND MTO

D E s c R l P n o N : INDEX AND ISSUE SHEET

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 -

J

-

0 0 0

N/A N/A N/A N / A 0 0 0

REVISION & DATE OF ISSUE OF DOCUMENT

0 A I B I C I D I E I F I G I H l I ApR..l I REMARKS

REVISION 8 DATE OF ISSUE OF DOCUMENT

SCALE : NTS 4

CAD DRAWING 0 1 2 3 5 6 7 I

0 A b l C I D I E I F I G I H l l A,,R,,, 1

REVISION OF ISOMETRIC SHEETS

&Mh (J 4.


F APR '11

Wv!ARKS z 1"

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 0 0 0 0 0

D W ~ , AREA ENG SERIAL SHEET PROJ OWG REV, CODE SECT NUMBER CODE SIZE

K

-

NO N I M 3 21 44 002 DQ 3 0

3.dwg 12-APR-201 1 3 : 2 1 : 4 1 PM Shoj i .P i l lo l

A M L

REVISION OF ISOWISE MTO SHEETS

0 N

----- ---

-

0 0 0 0 0

0 0 0 0

0 0 0

0

0 0 0 0 0 0

,

P

~.

E C 0 0

REVISION 8 DATE OF ISSUE OF DOCUMENT REVISION & DATE OF ISSUE OF DOCUMENT

0 A 1 0 1 C l D I E I F I G I H l I 0 A / B / c I D I E ~ F I G I H l i SHEET CONTENTS/LINE No. ApR.,l, I REMARKS SHEET ApR,. l , / 1 REMARKS

NO. NO. t

I I APPROVED FOR I I I CONSTRUCTION I

SUB AREA : NIMR SLUDGE PIT 1 - - - - - - - . - -- I -

Petroleum Uevelopment Uman

( LL) ijkWI - 3pJ4 JJ) WorleyParsons-Arabian Industries (JV)

DWG.WE : ISOMkl KICb AND M Iu

DZscRIPmoN : IS S U E SHEET

D ~ G . AREA ENG SERIAL SHEET PROJ DWG REV, CODE SECT NUMBER CODE SIZE

1 1 NIM 3 2144003~013101

PlPE SPOOL INTERNAL PE LlNlNG

RETAINER RlNG

- [ NOTE-2

TYPICAL ROTO LINED FLANGE JOINT DETAIL

RETAINER RlNG

- - - . -. - - . . - t s

TYPICAL PE LOOSE LINED FLANGE JOINT DETAIL OIL 8 GAS SERVICE

RUAINER RlNG

7 1 , / ~ ' ' - R F /

TYPICAL PE LOOSE LINED FLANGE JOINT DETAIL WATER SERVICE

FLGD.

NOTES: 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 OR ROTO LINED DEPENDING ON THE SPOOL LENGTH GEOMETRY.

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.

7. ENSURE THAT ALL ROT0 LINED PlPE SPOOL DIMENSIONS ARE VERIFIED AND APPROVED BY PE LlNlNG CONTRACTOR PRIOR TO FABRICATION.

8. PlPE SPOOL DIMENSIONS ARE GIVEN FROM THE FACE OF CS FLANGE (EXCLUDING LlNlNG THICKNESS)

34"

3 6"

4 0"

4 2"

9. FOR ROTO LINING MIN. BRANCH OFF SlZE SHALL BE 2 " . I 10. FOR PE LOOSE LlNlNG MIN. PlPE SlZE SHALL BE 4". I

NOTE: PlPE SPOOL DIMENSION IS NOT APPLICABLE IF SPOOL WEIGHT IS MORE THAN 2 2 5 0 Kgs.

3 0 0 0 r n m

3 0 0 0 m m

2 8 0 0 m m

2 8 0 0 m m

11. FOR ON PLOT PIPING, PE LOOSE LINER STRAIGHT PlPE SPOOL LENTGTH OF 19.0 M.(Max.) SHALL BE CONSIDERED. I 12. THE PE LINED PIPE SPOOL TO BE FABRICATED WlTH THE !\!SIDE EDGES OF THE RP.!SED FACE FLANGES GROUND

3 3 0 0 m m

3 3 0 0 m m

3 3 0 0 m m

TO RADIUS OF 6 m m . ! ! p??!?oVED F8!? ! !

2 5 0 0 m m

2 1 0 0 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.

N l M R 0 1 2 3 4 5 AREA

I SUB,RE, , N I M R SLUDGE PIT I N O 0 5 I I

( "h) &$I ~ltSLinlI- j;4WJk Jjj D w G . T w E : ISOMETRICS & MTO

. 8 . 8 , . . #,.*,

I CONTRACT NO.: C3l

41 P ' ;.A ij 1 '4~' Petroleum Development Oman

DWG AREA ENG SERIAL SHEET PROJ DWG REV. CODE SECT NUMBER CODE SIZE

I 3r1eyrarsons-~ra111an rnaustrles [ J V ~ DESCRIPT~ON : P E Ll N IN G D ETA1 LS

10606 1 PROJ. NO. : PAIP00405 NO N I M 3 21 44 008 DQ 3 0

W:\3_Pip ing\WP~l-~00 EMC JOBS ( C310606 ) \PROJECTS\PAIP-PROJECT-JOBS\PAIPOO~O~-DQ\ ISO\~~~ 4 4 0 O D d w g 12-APR-2011 3:31:08 PM Shoji.Pillal

GENERAL NOTES

1 . ALL DIMENSIONS ON ISOMETRICS ARE IN MILLIMETRES. ELEVATIONS AND CO-ORDINATES 17. CHAMFER OF 15' AS SHOWN BELOW SHALL BE APPLIED IN CASE OF PIPE CLASS CHANGE.

ARE IN METRES, UNLESS OTHERWISE NOTED. ALL OTHER WELD-END PREPARATIONS SHALL BE IN ACCORDANCE WITH APPLICABLE

2. ROUTING INDICATED FOR LINES 1 1/2" & BELOW IS FOR GUIDANCE ONLY. EXACT ROUTING ASME AND/OR ANSI STANDARD.

TO BE DECIDED AT SITE.

3 . FIELD WELDS TO BE DECIDED AT SITE BY PlPlNG CONTRACTOR. l 3 4. PIPES, PlPE FlTf lNGS 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.

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 1 8 . PIPE SUPPORTS AND DIMENSIONS MARKED WITH CLOUD ARE UNDER HOLD AWAITING VENDOR OF THE NCT SUM OF THE NOMINAL DIMENSIONS OF THE PIPE COMPONENTS. INFORMATION.

1 7. THE BENDING RADIUS OF PULLED BENDS SHALL NOT BE LESS THAN 5 x D (D=NOMINAL PlPE SIZE). 19 . FOR STANDARD SYMBOLS REFER SHEET N O . 0 1 0

8. UNLESS NOTED ON ISOMETRIC, ORIENTATION OF SPECTACLE BLINDS SHALL BE AS FOLLOWS:

(a) SPECTACLE BLINDS IN HORIZONTAL LINES : U P 2 0 PIPE FABRICATION AND TESTING SHALL BE AS PER THE FOLLOWNG SP & DEP'S.

(b ) SPECTACLE BLINDS IN VERTICAL LINES : AS SHOWN IN PIPING GENERAL ARRANGEMENT DWG. S P - 1 1 7 3 SPECIFICATION FOR WELDING OF ON-PLOT PIPE WORK

9. IN GENERAL THE MATERIAL FOR WELDED FLOOR STANDS AND WELDED DUMMY SUPPORTS IS INCLUDED IN THE 'LIST OF MATERIAL' OF THE PIPELINE CONCERNED.

(AMMENDMENTS/SUPPLEMENTS TO ASME 031 .3 ) .

SP-1176 NON-DESTRUCTIVE EXAMINATION(AMMENDMENTS/SUPPLEMENTS TO ASME B P V CODE SECTION V).

1 0 . LOCATION OF PlPE SUPPORTS ARE SHOWN WlTH PlPE SUPPORT NOS. ON PlPlNG ARRANGEMENT S P - 2 0 5 1 SPECIFICATION FOR FLUSHING, PRESSURE TESTING, PICKLING AND SENSITIVE

DRAWINGS. AND FOR PlPE ATlACHMENTS SUCH AS SHOES, TRUNNIONS AND DUMMIES ETC. LEAK TESTING OF MECHANICAL EQUIPMENT AND PIPING.

REFER LIST OF DRAWING NO. NIM - 2 - 1842 - 001- DQ, NIM - 2 - 1842 - 001- DQ S P - 2 0 2 0 FLANGE CONNECTIONS-BOLTING TORQUING AND TENSIONING.

1 1 . FOR PE LINING DETAILS REFER SHEET NO. 008 S P - 1 2 4 6 SPECIFICATION FOR PAINTING & COATING OF OIL AND GAS PRODUCTION FACILITIES.

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"

1 3 . FOR INSULATED LINES REFER SPEC. DEP.30 .46 .00 .31 .GEN.

1 4 . P lPE MATERIAL CONNECTED TO EQUIPMENT (LOOSE MATERIAL LIKE VENTS, DRAINS, PRESSURE CONNECTIONS AND STAND P lPE ETC.) ARE SHOWN ON ISOMETRIC DRAWINGS AS VESSEL TRIM.

DEP 31.38.01.31 SHOP AND FIELD FABRICATION OF PIPING.

I I APPROVED FOR I I I I CONSTRUCTION ( 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 D ~ G . T ~ P E : ISOMETRICS AND MTO

WorleyParsons-Arabian Industries (JV) D E s C R i P ~ o N : GENERAL NOTES CONTRACT NO. : C3110606 PROJ. NO. : PAIP00405

W : \ 3 - P i p i n g \ ~ ~ ~ l - ~ @ 0 EMC 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 \ ~ S O \ ~ ~ ~ 4 4 0 0 9 Q d w g 12-APR-2011 3:31:41 P M Shoji.Pillol

1.0 PIPING SYMBOLS A P P

( LL) &$I ~ l b l d l - $JUJ4 dU WorleyParsons-Arabian Industries (JV) 1

2.0 VALVE SYMBOLS 3.0 PIPING ABBREVIATIONS I

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

4) 31440X INDICP,TE PE/ROT0 PlPlNG LINED PND 'JALVES

WITH BODY & TRIM OF 25%CR SDSS ~n n r -r~,rn

2) FOR PE/ROTO LINING DETAILS REFER SHEET N0 .008

1 ) FOR GENERAL NOTES REFER SHEET No. 0 0 9

NOTES:

PIPING ISOMFTRIC I - -. - -

CONFIRMATION FROM DESIGN DEPT. AS THIS IS STRESS CRITICAL LINE. I MD / A P R 1 1 l I$( NlMR SLUDGE PITS SYSTEM UPGRADE-FED AND DD

, STRESS RELIEVED NO DESIGN PRESSURE 4782 k ~ o g PIPING CLASS LINE NO.

NDT REQUIREMENT RTlO % RANDOM DESIGN TEMP. 5 TO 82 'c 3 1 440X P 4 8 1 3 2 9 ,@, & w - (,

INSULATION NII MK. kPoq '4' Petroleum Development Oman

HYDRO TEST PRESS 71 77

W : \ ~ - P ~ ~ ~ ~ ~ \ W P A ~ - P D O 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 ~ B S \ P A I P ~ ~ ~ ~ ~ ~ D Q \ I S O \ ~ ~ ~ ~ ~ O ~ 1 D . d 09-APR-2011 3:45:17 PM Mohd.Sheikh

( LLY) &$I 15kml- $pJk JJJ I@ ~orlev~arsons-~rab ian lndurlries

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

-

P A I N ~ N G PCS 1 OF SP1246

NIM 3 2144 511 DQ 4 MTO DWG. No. :

.

W.B.S. NO. IN.09.01 1

PlPlNG ARRGT. DRWG.

MIN-3-2140-001 -DQ

MIN-3-2141-001 -DQ

REV.

DATE

o

APR.'ll

DWG. SECT ENG AREA CODE NUMBER SERIAL

N O 3 I I I I

NIM 3 2144 011 DQ

PROJ CODE

0

OWG SIZE

REV

PLANT NORTH 1

I PLANT NORTH I

PLANT NORTH

I I APPROVED FOR 1 I I I CONSTRUCTION I (

5 I

I t ems n o t covered

by rnoteriol toke-of f

sheets HOLD:- 1) RETAINER RING/ROTO LINING THICKNESS. I

Ouontity Requisition No. I t em Descript ion Tog No.

4) 31440X INDICATE PE/ROTO PIPING LINED. VALVES D- ANY M O D ~ F ~ C HT MADE BY : DATE : CHKD BY : APPRD B Y : n n ~ : PIPING ISOMETRIC

WITH BODY & TRIM OF 25% Cr SDSS CONFIRMATI ESlGN DEPT.

IS STRESS CRlTl NlMR SLUDGE PITS SYSTEM UPGRADE-FED AND DD

STRESS RELIEVED NO DESIGN PRESSURE 4 7 8 2 kPog PIPING CLASS LINE No.

2) FOR PE/ROTO LINING DETAILS REFER SHEE7 N0 .008 5 TO 8 2 'C 3 1 440X

p" NDT REOUIREMENT RT10 s. RANDOM DESIGN TEMP. P481362 ,., ..

1) FOR GENERAL NOTES REFER SHEET No. 0 0 9 . ---- t h t ~ t 3 1 in*, h l l l m u uvnan TFCT D R F ~ C 7 1 7 7 kPnn

' 4 Petroleum Development O m a n I Y V 1 L3.

W:\3-Piping\WPAl-PDO 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 \ I S ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ D Q . ~ ~ ~ 11-APR-2011 3:01:33 PM Mohd.sheikh

. ..- PAlNnNG P C ~ 1 OF SP1246

NIM 3 2144 520 DQ 4 F@( LL) &$I hkml- >pJb dJJ

WorleyParsons-Arabian Industries (JV) CONTRACT NO. : C3110606 1 PROJ. NO. : PAIP00405 MTO DWG. NO. :

. . -

W.B.S. No. IN.09.011 PIPING ARRGT. DRWG.

NIM-3-6114-001 -DQ NIM-3-6113-001 -DQ

REV.

DATE

s1.N

0

APR.'l 1

>b

DWG SIZE

3

PROJ J

REV

0

SERIAL AREA

I I I I

ENG CODE

SHEET NUMBER

NO

SECT

NIM 3 2144020 DQ

DWG. CODE

PLANT NORTH

I I APPROVED FOR I I I I CONSTRUCTION ( I

I I t e m s n o t covered I b y mo te r i a l

1 I i o k e - o f f ( I I I I 1

Quanti ty Requisit ion No. I t e m Descript ion I Tag No. I

3) DIMENSION TO BE CHECKED & CONFIRMED AT SITE PRIOR TO FABRICATION

?\ "' , Z, i

1) FOR GENERAL NOTES REFER SHEET No. 0 0 9

NOTES:

( "LY) &$I i5isiinll- jip& (,la ~o r l l i ~~a rsons4 rab ian ndusirier (JV]

CONTRACT NO. : C3110606 1 PROJ. NO. : PAIP00405 NIT0 BWG. No. :

1 MADE BY 1 DATE C H K D BY A D BY / ~ T E : PIPING ISOMETRIC APR. ' l l > NlMR SLUDGE PITS SYSTEM UPGRADE-FED AND DD

STRESS RELIEVED NO DESIGN PRESSURE 1 8 2 0 kPag

NOT REQUIREMENT RT10 s. RANDOM DESIGN TEMP. 5 TO 82 'C

INSULATION N/A m ~ . HYDRO TEST PRESS. 2 7 3 0 kpog

PAINTING PCS 1 OF SP1246 W.B.S. NO. NIM.IN.09.011 PIPING ARRGT. DRWG.

NIM 3 2144 523 DQ 4 N I M - ~ - Z I ~ I - O O I - D Q

PIPING CLASS ( LINE No.

1 1440X

REV. 0

DATE APR.'l1

SIGN. )b.

&JGU"& fl'' ;r .. -2- 'ZJI Petroleum Development Oman

A R E A DWG. 1 :::, 1 iiiFiR 1 SHEET 1 !E:: Ez REV

I I I I

NO NIM 3 2144 025 DQ 3 0 I 1 W : \ ~ - P ~ ~ ~ ~ ~ \ W P A ~ - P D O 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 ~ \ ~ ~ ~ 44023-DQ.dwg 12-APR-2011 1 1 :22:57 AM Mohd.Al-Dhuhli

PLANT NORTH

PLANT NORTH

HOLD- 1 ) S - 4 8 3 6 3 VENDOR INFORMATION

2) ROT0 LINING THICKNESS

4) 37440X INDICATE PlPlNG CLASS WITH PE/ROTO LINED. VALVE

WITH BODY & TRIM 2 5 % SDSS

2 ) FOR PE/ROTO LINING DETAILS REFER SHEET N0.008

1 ) FOR GENERAL NOTES REFER SHEET No. 0 0 9

NOTES:

I I APPROVED FOR CONSTRUCTION 1 1

I ] terns n o t I 1 I 1 --

covered I I I toke -o f f

sheets

Ouant i ty Requisit ion No. I t e m Descr ip t ion Tog No.

MADE BY : DATE : CHKD BY : APPRD BY : n n ~ : PIPING ISOM€lRIC

MD APR. l l l 2 1 NIMR SLUDGE PITS SYSTEM UPGRADE-FED AND DD

STRESS RELIEVED NO DESIGN PRESSURE 4 7 8 2 kpog PIPING CLASS LINE No.

NDT REQUIREMENT RT10 x RANDOM 5 TO 82 'c 31 440X 8 4 8 0 1 3 2 DESIGN TEMP. - kPog INSULATION NIL MK. HYLIRO TEST PRESS. 7 173

I I I I 1 - u I I I I I I l l

h ' : \ 3 _ P i p i n g \ W ~ A 1 - ~ ~ 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 O \ ~ ~ 1 4 4 0 3 1 - D 0 . d ~ 13-APR-2011 9:59:35 AM Mohd.Sheikh

I

( LLY) &$I rjbL.l- ji)Yjb Jjj AREA ENG SERIAL SHEET PROJ DfiG

PAINTING p c s 1 OF SP1246 W.B.S. NO. IN.09.01 1 REV. o DfiG. CODE ( s r c ~ l NUMBER / / CODE SIZE I@ ~ o r l e ~ ~ a r s o n s - ~ r a b i a n nduslrier (JY) PlPlNG ARRGT. DRWG. DATE APR.'lI I I I I

MTO DWG. No. : NIM 3 2144 531 DO 4 , NIM-3-2140-001 -DQ CONTRACT NO. : C3110606 1 PROJ. NO. : PAIP00405 I I I I I I I

NO N I M 3 2144 031 DQ 3 0

PLANT NORTH

W : \ 3 _ P i p i n q \ W P ~ l - ~ ~ 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 O \ ~ ~ ~ 4 4 0 3 2 D d w g 1 1 -APR-2011 10:50:42 AM loi la.ol-fazori

PLANT NORTH

CONSTRUCTION

Tag No. Description

I tems not covered

by mater ia l toke-off

sheets I

~ N Y M O D I F I ~

W:\3-Piping\WPAl-PDO 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 ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ D Q . ~ ~ ~ 11-APR-2011 10:51:44 AM l o i l o . a l - f o z o r i

Ouontity Requisition No. I t em

MADE BY :

MD

S1RESS RELIEMD NO

NDT REOUIREMENT RT10 z RANDOM

INSULATION NIL THK.

PAINTING PCS 1 OF SP1246

NIM 3 2144 533 DQ 4

nr I n r r

1) FOR GENERAL NOTES REFER SHEET No. 009

NOTES:

DATE :

APR. ' l l

LL) &$I &kL.d- $p j'+ & jj WorleyParsons-Arabian Industries (JV)


T l n E : PIPING ISOMETRIC

NlMR SLUDGE PITS SYSTEM UPGRADE-FED AND DD

DESIGN PRESSURE 1 8 2 0 kPag

DESIGN TEMP. 5 TO 8 2 'c

HYDRO TEST PRESS. 2 7 3 0 k ~ o g

W.B.S. No. IN.09.01 1 PlPlNG ARRGT. DRWG.

NIM-3-2140-001 -DQ NIM-3-2141-001 -DQ NIM-3-2142-001 -DQ

CHKD BY :

$

MTO DWG. No. :

APPRD BY :

LINE No.

8 4 8 1 0 3 9 4V' 5 " 'z' P e t r o l e u m D e v e l o p m e n t Oman

PIPING CLASS

1 1 4 4 0

REV.

DATE

D w G

NO

0

APL'I 1

DWG slzi

3

AREA ENG SERIAL PROJ CODE SECTl NUMBER 1

1 1 I / corn I

NIM 3 2144 033 DQ SIGN.

0

PLANT NORTH

I I APPROVED FOR I I

I 1 i t ems n o t I I I I covered I I

I I I toke-of f

sheets

Quantity Requisit ion No. I t em Descript ion Tag No.

MADE BY . DATE : CHKD BY : APPRD BY : n n ~ : PIPING ISOMETRIC

MD APR.'11 .$ /$ NlMR SLUDGE PITS SYSTEM UPGRADE-FED AND DD n TO " r I

I\HIVUVIVI I ULJ~UI. TEMP. 3 I U O L L 1 I I't't'" I

- re r ro leum u e v e l o p m e n r uman INSULATON NIL THK. HYDRO TEST PRESS. 2730 kPog

I I I I I I I I . - 7 . , - . , - I --?,,., I ---. - ~ , . i .I- \ i -11 ~ I - I - .!I -. a 1

WorleyParsons-Arabian Industries (JV) . . I CONTRACT NO.: C3110606 1 PROJ. NO.: p!lpnnAnG I MTO DWG. No. :

Ant* L I Y b 3LnlHL YKUJ IJ*G P A I N ~ N G PCS 1 OF SP1246 W.B.S. NO. IN.09.01 1 REV. o OWG. CODE \SECT I NUMBER ( SHEET ( CODE SIZE REV

PIPING ARRGT. DRWG. I I I I D A K APR'l1

NIM-3-2140-001 -DQ NIM 3 2144 538 DQ 4 NIM-3-2141-001 -DQ SIGN.

NO NIM 3 2144 038 DQ 3 O

PLANT NORTH I

CONSTRUCTION

I tems not covered HOLD-1) 5 -48362 VENDOR INFORMATION

by material ? \ D r T A l h l c D D l h l r / D n T n I l h l l h l r T U l P l / h l C C take-of f

4) 3 1 440X INDICATE PE/ROTO PIPING LINED AND VALVES

WITH BODY & TRIM OF 25ZCR SDSS

2) FOR PE/ROTO LINING DETAILS REFER SHEET N 0 . 0 0 8

1) FOR GENERAL NOTES REFER SHEET No. 0 0 9 k I A T r - r .

NlMR SLUDGE PITS SYSTEM UPGRADE-FED AND DD I I

1 STRF

sheets

Ouontity

I I I

I NDT REQUIREMENT RT

Requisition No.

, - -SS RELIEVED NO DESIGN PRESSURE 4 7 8 2 kPog PIPING CLASS

I 10 s. RANDOM DESIGN TEMP 5 TO 82 'c 3 1 440X

I INSULATION NIL THK. ]HYDRO TEST PRESS 7 1 73 C P O ~ I I I I I n O C l 1 FhlC 1 CCDlbl I

1 ~ N W M A E BEY M O D I F I C ~ OUT

I tem Description Tag No.

LINE No

D482626

MADE BY :

(-6 0 % " - *arb . A '7 , A . 7 s ?, I

V b r Petroleum Development Oman

I I I 1 PIPING ARRGT. DRWG. IDATEIAPR:III I I I I I . . , ,. . . ,,,

l l n E : PIPING ISOMETRIC CHKD BY : DATE :

m r \ L n LC,- 4L.,,r...

,,I,I,I

APPRD \\ BY :

PROJ OWG SIZE

S

W.B.S. No. IN.09.01 1 REV. bb) &$I ijbul - >*jk J jj REV

U

PAINTING PCS 1 OF SP1246 o

SIGN. CONTRACT NO. : C3110606

I DWG' I CODE [SECT 1 NUMBER 1 SHEET CODE

W : \ ~ - P ~ ~ ~ ~ ~ \ W P A I - P D O 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 ~ - D Q \ ~ S O \ ~ ~ ~ 4 4 0 3 9 - D d g 12-APR-2011 2:53:19 PM 1oila.01-fozori

(IWorle y Parsons -Arabian nduslries (JV/ PROJ. NO. : PAIP00405


MPO DWG. No. : I. I I I I

NIM 3 2144 539 DQ 4 NIM-3-2140-001 -DQ NO NIM 5 2.144 UJY UW

I ' I

Tog No. Descr ip t ion

HOLD-1) S -48363 VENDOR INFORMATION

2) RETAINER RiNG /ROT0 LINING THICKNESS.

4 j 3 i 4 4 0 X INDICATE PE/ROTO PIPING LINED AND VALVES

WITH BODY & TRIM OF 25%CR SDSS

1

I t e m s n o t covered

by m a t e r i a l take-o f f

Requ is i t ion No.

sheets

I t e m

n n E : FlPlNG ISOMETRIC

NlMR SLUDGE PITS SYSTEM UPGRADE-FED AND DD

CHKD BY :

2 MADE BY :

MD

Ouont i ty

APPRD BY : > DATE :

APR.', 1

~ : \ 3 - p i ~ i ~ ~ \ w p ~ 1 - p ~ o EMC JOBS ( ~ 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 ~ ~ D ~ \ ~ ~ ~ \ ~ ~ ~ 44040-DQ.dwg 1 1-APR-201 1 511 4:41 PM Mohd.A1-Dhuhli

DESIGN PRESSURE 4 7 8 2 k P o g

DESIGN TEMP. 5 TO 82 'c

HYDRO TEST PRESS. 7 1 7 3 k P a g

W.B.S. No. IN.09.01 1 PIPING ARRGT. DRWG.

N IM-3-2140-001 -DQ

S l R E S S RELIEVED NO

NDT REOUIREMENT R T l O x RANDOM

INSULAl lON NIL THK.

P A I N ~ N G PCS 1 OF SP1245

NIM 3 21 44 540 DQ 4

2) FOR PE/ROTO LINING DETAILS REFER SHEET N0 .008

1) FOR GENERAL NOTES REFER SHEET No. 0 0 9

NOTES:

F@( bh) &$I 5b . 3pJ4 Jjj

WorleyParsans-Arabian Industries (JV) CONTRACT NO. : C3110606 PROJ. NO. : PAIP00405 MTO DWG. 9\10. :

LINE No.

D482627 l&p&uH&$ 41 b 5 ..

'4b' Petroleum Development Oman

PIPING CLASS

3 1 440X

REV.

DATE

SIGN

REV

0

o

APR.'I I

31

DWG SIZE

3

PROJ CODE SHEET

NO

DWG' ENG SECT

I I I I

NIM 3 2144040 DQ

AREA CODE

SERIAL NUMBER

Isowise Material Take Off

j o b Title : Nimr Sludge Pits System upgrade - F E D 8 D D Discipline : Mechanical 8 Piping

Area : NlMR Line Number : P481329

J O ~ NO. : PAIP00405 Station : Isometric Dwg No. : NIM-3-2144-01 t - D O - 3

Proj. Code : DQ Isowise M T O No. : NIM-3-2144-511-DO-4

WBS NO : NIM.IN.09.011 M T O Rev. No. : 0

MATERIAL FOR FABRICATION 1

I MATERIAL FOR ERECTION - . -- - - - - - - - - Material--- I S c h M -1 Raling Tag Na

. - I.P r - ---1 1 7 1 1 / 76.62.20.320.1 / 31440X 150 1 I ~ a p Joint Flange IASTM A105

8

9

10

11

1 Duplex

16 I 16 1 81.38.66.273.1 1 31440X 1.625 I100 (stud Bolt With Nuts - 1 ASTM A193-B7MIA194-2HM /

13

14

15

1 12 1 5 ( NON MESC 31440X 1150 1 / ~a l lVa lve F55 UNS N327601A995 Grade 6A Trim:

4

1

4

8

Prepared by s& Checked by Notes :

l.2' 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.

1

2

2

17

18

19

I XI I 1 N327601A995 Grade 6A Trim:

SDSS, PTFE

76.88.37.056.1

76.83.38.562.1

- 85.41.36.374.1

85.41.36.414.1

Approved b~ k

BY INS?

NON MESC

---- NON MESC

216 -- 48

48

5


31440X

Report printed on: April 12,201 1 5:29 PM

300#

31440X

31440X

81.38.66.337.1

81.38.66.340.1

81.38.66.278.1

, NON MESC

150

150

50

150

31440X

31440X

31440X

, 31440X

Spectacle Blind

31440X ASTM 8564 UNS NO4400

- Flow Meter

Chemical Injection Quill

Basket Strainer

.75

.75

525

,50

150# I 2500#

ASTM A51640/65170

50

300#

300#

31440):

SDSS. PTFE

Body: ASTM A182 F55 UNS N32760lA995 Grade 6A Trim: SDSS. PTFE

Body: ASTM A1 051A216- WCBtWCC Internal glass flake Coating Trim: 25% Cr

150

170

130

150

255

31440X

150

- Thermowell

I

I

Flange

Stud Bolt With Nuts - Flange

Stud Bolt With Nuts - SPISB

Stud Bolt With N~rts -

Temp lnst

lModular Constr. SBBV

50

Gasket Spiral Wound

300#

300#

300#

ASTM A193-B7MIA194-2HM

ASTM A193-B7MlA194-2HM

ASTM A193-B7MIA1942HM

,Body: ASTM A182 F55 UNS

AlSl 316, graphite filled CS centring-ISS inner ring

CHEMICAL INJ.

Gasket Spiral Wound

1 300# 1

AISI 316, graphite filled CS centring-ISS inner ring

300#


j o b Tit le : Nimr Sludge Pits System upgrade - FED 8 D D Discipline . Mechanica l 8 Pip ing


J O ~ NO. : PAIP00405 Stat ion : Isometric D w g No. : NIM-3-2144-012-DQ-3

Proj. C o d e : DQ lsowise M T O No. : NIM-3-2144-512-DQ-4


1 MATERIAL FOR FABRICATION 1

ASTM A106-B S 80

l 2 - / 64.5 / 74.30.03.211.1 / 31440X / 150 I I I I I I

1 pipe ~AsTM A106-B 15 40

3

4

5

6

7

NON MESC 31 440X 2

8

1

5

9

10

I NON MESC 31440X

8 30 7662785661 ~ - 3 1 W X 150 Weld Neck Rf Flange ASTM A105 300#

4

4

76.30.42.572.1

76.30.42.608.1

76.30.42.665.1

MATERIAL FOR ERECTION

8

4

NON MESC 31440X I

7679010641

7680371211

I

1 NONMESC 1 31440X

31440X

31440):

31440X

76.62.78.610.1

76.62.78.652.1

NON MESC

50 Blind Flange ASTM A105 300#

15 I ~ a s k e t Spiral Wound IAISI 316, graphite filled CS I 1 300# /

31440X

31440X

31440X

centring-ISS inner ring

50 Gasket Spiral Wound AlSl 316, graphite filled CS 300# centring-ISS inner ring

50 Ball Valve 14313 RB Flgd Body: ASTM A182 F55 UNS 300#

15

50

150

31440X

31440X

1 1 ~ 3 2 ? 6 0 / ~ 9 9 5 Grade 6A Trim: / 1 I

150

600

SDSS. PTFE ---

150 Ball Valve 14313 RB Flgd Body: ASTM A182 F55 UNS 300# N32760lA995 Grade 6A Trim:

Elbow 90 Deg Bw

Elbow 90 Deg Bw

Elbow 90 Deg Bw

50

15

50

15

/ ~ l a n ~ e

.75 / 150 /Stud Bolt With Nuts - 1 ASTM A193-B7MIA194-2HM /

ASTM A23dWPB

ASTM A23dWPB

ASTM A23dWPB

Weld Neck Rf Flange

Weld Neck Rf Flange

SDSS, PTFE

15 Globe Valve Flgd Body: ASTM A182 F55 UNS 300# N32760lA995 Grade 6A Trim: SDSS, PTFE

Branch Outlet Bw

Branch F~ t t~ng Flgd

50

S 160

S 80

S 40

ASTM A105

ASTM A105

.625

.75

Prepared by Checked by ld' 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.

- -

ASTM A105

ASTM A105

Check Valve Figd

50

b Approved by

S 80

S 160

150

.5

110

170


S 4 0 x S 8 0

S 160

300#

300#

Body: ASTM A182 F55 UNS N32760lA995 Grade 6A Trim: SDSS, PTFE

50


300#

70

300#

Stud Bolt With Nuts - S PIS B




Modular Constr. SBBV

Check Valve Flgd

Stud Bolt With Nuts -

Body: ASTM A182 F55 UNS N32760lA995 Grade 6 k Trim: SDSS, PTFE



300#

300#


j o b Title : Nimr Sludge Pits System upgrade - FED 8 D D

Area : N lMR

J O ~ NO. : PAIP00405 Station :

Proj. Code : D O

WBS NO : NIM.IN.09.011

Line Number : P481330

Isometric D w g No. : NiM-3-2144-013-DQ-3

Isowise M i 0 No. : NIM-3-2144-513-DQ-4

M T O Rev. No. : 0

I MATERIAL FOR FABRICATION 1

ASTM A1 06-8

T t & i E h u i - ~ ~ ~ i T i - ! : - v R -i Material

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

2

3 -

4

5

1 I NON MESC / 31440X 1 5 0 /


3

3

12

3

6 -

7

8

9

10

76.30.42.665.1

76.79.01.064.1

76.62.78.566.1

76.62.78.610.1

SDSS. PTFE

1

1

2

1

-- 1

Check Valve Flgd Body: ASTM A182 F55 UNS N32760lA995 Grade 6A Trim: SDSS. PTFE

81.38.66.273.1

31440X

31440X

31440):

31440X

76.62.11.120.1

76.88.37.056.1

85.41.36.414.1

NON MESC

NON MESC

13

Prepared by 4 Checked by Notes :

d I . UOM of Sizes are in mm 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.

31440X

14

15

1 Approved y

150

150

150

50

31440X

31440X

31440X

31440X

31440X

96


525

-

12

1

-

Repod printed on: April 12,201 1 5:29 PM

50

50

150

50

50

150

81.38 66.337.1

100

81 38 66 340 1

NONMESC

Elbow 90 Deg Bw

Branch Outlet Bw

Weld Neck Rf Flange

Weld Neck Rf Flange

Blind Flange

Spectacle Blind

Gasket Spiral Wound

Ball Valve 14313 RB Flgd

Ball Valve 14313 FB Flgd

31440X

ASTM A105 ppp

ASTM A51 6-60/65/70



Body: ASTM A182 F55 UNS N327601A995 Grade 6A Trim:


31440X

31440X

ASTM A234-WPB

ASTM A105

ASTM A105

ASTM A105


.75

75

50

S 40

S 40 x S 80

S 40

S 80

150

300#

300#

170

50



Stud Bolt Wtth Nuts - SPlSB

Modular Constr SBBV


Body ASTM A182 F55 UNS N32760lA995 Grade 6A Tnm SDSS, PTFE


J O ~ Title : Nimr Sludge Pits System upgrade - FED 8 DD Discipline : Mechanical 8 Piping


Job NO. : PAIP00405 Station : Isometric Dwg No. : NIM-3-2144-014-DO-3

Proj. Code : DQ lsowise MTO No. : NIM-3-2144-514-DQ-4

WBS NO : NIM.IN.09.011 MTO Rev. No. : 0

7- MATERIAL FOR FABRICATION 7 Description

I I 1 I I I I I I I

2 2 76.65.79.410.1 33421 50 Weld Neck Rf Flange ASTM At 82-F316 Sl 0 s 300#

MATERIAL FOR ERECTION 1 SF. N& ~ % % $ - ~ ~ - L C l a s s ~ i z i i ~ s~T "-- Description - --- - - Material - - -- -- -- - - --

1 3 1 I / 85.41.36.414.1 1 33421 150 1 /Gasket Spiral Wound l ~ l S l 316, graphite filled CS 1 / 300# 1 I

Prepared by z& Checked by k" 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.

- 4

P/ Approved by


8

-- Report printed on: April 12, 201 I 5:29 PM

81.38.66.278.1 33421 525 130 Stud Boll With Nuts - Meter Run

centring-/SS inner ring ppp



job Title : Nirnr Sludge Pits System upgrade - FED 8 DD Discipline : Mechanical & Piping

Area : NlMR

Job No. : PAIP00405

Proj. Code : D o


Station :


Isometric Dwg No. : NIM-3-2144-015-DO-3

lsowise MTO No. : NIM-3-2144-515-DO-4

MTO Rev. No. : 0

1 MATERIAL FOR FABRICATION 1 .- - 1 6 NOT~IIT ~ E S C N = ~ I & ~ - & ~ ~ ~ Description ate"" --r SCXZ -- 1 -6~6 r-::, Tag No. - -. .. - - - - - - - - -. - -- - - - -

1 s~T- 1;- s" 1 '~-D-&"W= - - 1 - - -

Material

L- -- -A - a -

I , I

2

Prepared by Ift, Checked by d Notes : I . UOM of Sues are in mm except Stud Bolts (Size 1 in inch & Sue 2 in mm). 2. PIPE Quantities are in meters & aU other Items are in Numbers.

Weld Neck Rf Flange ASTM A182-F316 S l 0s 300# -.-

3

4



Report printed on: April 12, 201 1 5:29 PM

1

8

85.41.36.414.1

81 38.66.278.1

33421

33421

50

.625 130

Gasket Spiral Wound

Stud Bolt With Nuts - Meter Run

AISI 316, graphite filled CS centring-ISS inner ring


300#


j o b Title : Nimr Sludge Pits System upgrade - FED & D D Discipl ine : Mechanica l 8 Piping

Area : NlMR Line Number . P481335

Job NO. : PAIP00405 Station : Isometric D w g No. : N lM-3 -2144-017-00-3

Proj. C o d e : DQ lsowise M T O No. : NIM-3-2144-517-DQ-4


7-- MATERIAL FOR FABRICATION 1

1 .5 74.30.03.071.1 31440X 50 Pipe ASTM A1 06-B 1s 80

MATERIAL FOR ERECTION 1

2

3

4

5

Report printed on: Apri l 13, 201 1 10:2 1 AM

STM A234-WPB

17

18

19

. ..

20

2 1

22

23

24

-

25

26

27

1

42.5

1

4

31440X

31440X

31440):

31440X

74.30.03.149.1

74.30.03.211.1

76.30.34.665.1

76.30.42.572.1

I

1

1

4

2

--

5

1

2

16

96

144

8

100

150

150

15

76.88.37.056.1

85.41.36.374.1

85.41.36.404.1

85.41.36.414.1

NONMESC

-.

NONMESC

77.30.05.353.1

I

81.38.66.155.1

-- 87.38.66.273.1

81.38.66.337.1

81.38.66.274.1

Pipe

Pipe

Elbow 45 Deg Bw

Elbow 90 Deg Bw

31440X

31440X

31440X

31440X

31440X

-

31440X

31440):

31440):

31440X

31440X

31440):

12 31440X 81.38.66.340.1

ASTM A1 06-B

ASTM A106-B

ASTM A234-WPB

ASTM A234-WPB

I

150

150

15

50

50

150

15

--- .5

,625

.75

,625

.75

S 40

S 40

S 40

S 160

I

-

SPISB

SPISB

Spectacle Blind

Gasket Spiral Wound

Gasket Spiral Wound

Gasket Spiral Wound


Ball Valve 14313 FB Flgd

Globe Valve Flgd

170

70

100

150

110

ASTM A51 6-60165170



AlSl 316, graphite filled CS centring-/SS inner ring


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

Body: ASTM A1 82 F55 UNS N32760lA995 Grade 6A Trim:







300#

300#

300#

300#

300#

300#

300#

ASTM A? 93-B7MIA194-2HM


ASTM Al93-B7M/A194-2HM

ASTM A193-87M/A194-2HM

I 1


J O ~ Title : Nirnr Sludge Pits System upgrade - FED 8 DD Discipline : Mechanical 8 Piping


J O ~ NO. : PAIP00405 Station : Isometric Dwg No. : NIM-3-2144-017-DO-3

Proj. Code : DQ lsowise MTO No. : NIM-3-2144-517-DO-4


Prepared by & Checked by \o& 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.

Approved by


Report printed on: April 13,201 1 10:21 AM


job Title : Nimr Sludge Pits System upgrade - FED 8 DD

-

Discipline : Mechanical 8 Piping


Job No. : PAIP00405 Station : Isometric Dwg No. : NIM-3-2144-018-DO-3


WBS NO : NIM.tN.OS.O?I MTO Rev. No. : 0

MATERIAL FOR FABRICATION

I - -- - -- - Description ater rial -- Ikafhgl rag~%. -

- i 1 1 76.88.37.050.1 1 31440X 150 1 Ispectacle Blind / ASTM A51 6-60165170 I / 300# 1 1

I

13 6 85.41.36.404.1 31440): 15 Gasket Spiral Wound AlSl 316, graphite filled CS 300# centring-ISS inner ring

14 3 85.41.36.414.1 31440X 50 Gasket Spiral Wound AlSI 316, graphite filled CS

centring-ISS inner ring

15 2 77.30.05.353.1 31440X 15 Globe Valve Flgd Body: ASTM A182 F55 UNS N32760lA995 Grade 6A Trim: SDSS, PTFE

16 1 BY INST 300# 150 Emergency Shut Down Valve

1 17 I 7-

Prepared by d& 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.

18

19

20

2 1

APPROVED FOR CONSTRUCTJON


8

60

16

3

81.38.66.273.1

81.38.66.337.1

81.38 66.274.1

NONMESC

- ..

31440X

31440X

31440X

31440):

,625

.75

.625

50

100

150

110

50

-

Flange



Stud Bolt With Nuts - SPlSB


ASTM A1 93-B7MlA194-2HM




-.

-

--

300#

-


job ~ i t l ~ : Nimr Sludge Pits System upgrade - FED 8 DD

Area : NlMR


Proj. Code : DQ


Dlsclpllne Mechanical & P~plng


Isometric Dwg No. : NIM-3-2144-019-DQ-3

lsowise MTO No. : NIM-3-2144-519-DQ-4

MTO Rev. No. : 0


Pipe

Pipe t ASTM A1 06-B

3

4

5

1 9 1 8 1 76.62.78.610.1 / 31440X / 50 1 /weld Neck Rf Flange ~ASTM A1 05 1580 / 3 0 0 # / 1

6

7

8

16

1

9

- 1 - i 1 ~ " ' 3 - 1 s ~ G T -0-n Sr. No. Quantity MESC Number ~ a t e r I-- ,- - - - - - - - - - - - - - - - - - - - - -

2

8

28

10

76.30.42.572.1

76.30.42.608.1

76.30.42.665.1

Prepared by rj$ Checked by W Notes : I . UOM of Sues are i n m m except Stud Bolts (Size 1 i n inch & Sue 2 in mm). 2. PIPE Quantities are in meters & al l other Items are i n Numbers.

76.79.01.064.1

76.80.37.121.1

76.62.78.566.1


12

11

12

13

14

15

16

17

18

19

20

21

1 22

23

24

Ap b roved by

31440X

31440X

31440X


31440X

31440X

31440X

76.62.78.652.1

1

1 -.

1

1

18

4

3

1

1

64

64

1 168

8

12


15

50

150

150

600

150

31440X

76.62.11.120.1

76.88.37.050.1

76.88.37.056.1

85.41.36.374.1

85.41.36.404.1

85.41.36.414.1

NONMESC

NON MESC

NONMESC

81.38.66.155.1

81.36.66.273.1

/ 81.38.66.337.1

81.38.66.274.1

81.38.66.340.1

Elbow 90 Deg Bw

Elbow 90 Deg Bw

Elbow 90 Deg Bw

50

15

15

31440X

31440X

31440X

31440X

31440X

31440X

31440X

31440X

31440X

31440X

3144OX

31440X

31440):

31440X

ASTM A234-WPB

ASTM A234-WPB

ASTM A234-WPB

S 160

S 80

S 40

Branch Outlet Bw

Branch Fitting Flgd

Weld Neck Rf Flange

Weld Neck Rf Flange

50 -.

50

150

150

15

50

50

150

50

.5

.625

1.75

.625

.75

ASTM A105

ASTM A105

ASTM A105

ASTM A105

70

S 4 0 x S 8 0

S 160

S 40

S 160

Blind Flange

Spectacle Blind

Spectacle Blind

Gasket Spiral Wound

Gasket Spiral Wound

Gasket Spiral Wound


Ball Valve 1431 3 FB Flgd

Check Valve Flgd


300#

300#

300#

ASTM A105

ASTM A51 6-60165170

ASTM A51 6-60165170

AlSl 316, graphite filled CS centring-ISS inner ring - AlSl 316, graphite filled CS centring-/SS inner ring



Body: ASTM A1 82 F55 UNS N327601A995 Grade 6A Trim: SDSS, PTFE


ASTM A1 93-B7MIA194-2HM

300

I150

110

170

.-





Flange


IStud Bolt With Nuts - Flange



300#

300#

300#

300#

300#

300#

300#

300#

300#

/

1

I I


job Title Nimr Sludge Pits System upgrade - FED & DO Discipline : Mechanical 8 Piping

Area : NIMR Line Number : P481362

J O ~ NO. : PAIP00405 Station : Isometric Dwg No. : NIM-3-2144-020-DQ-3

Proj. Code : DQ Isowise MTO No. : NIM-3-2144-520-DQ-4

WBS NO : NIM.lN.09.012 MTO Rev. No. : 0

7- MATERIAL FOR FABRICATION

ASTM A106-B 1s 80

-- - -- - - Material

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

- 2

3

4

5 7

6

7 --

8

9

10

11

12

13



36

4

4

2

2

1 --

5

2

1

22

11

2

14

15

16

17

18

19

20

2 1

-

22

23 I

24

25

26

27

74.30.03.21 1.1

76.30.34.665.1

76.30.42.572.1

76.30.42.608.1 --

76.30.42.665.1

76.30.88.189.1

76.79.01.064.1

76.80.37.121.1

76.62.78.564.1

76.62.78.566.1

76.62.78.610.1

76.62.78.652.1

4

I

1 --

4

6

4

2

1

1

16

:04

144

12

1

31440X

31440X

31440X

31440X

31440X

31440):

31440X

31440X

31440X

31440X

31440X

31440X

76.62.11.120.1

76.62.11.126.1

76.88.37.056.1

85.41.36.404.1

85.41.36.414.1

NON MESC

77.30.05.353.1

NON MESC

NON MESC

81.38.66.155.1

51.35.:8.273.1

81.38.66.337.1

81.38.66.340.1

NON MESC

150

150

15

50

150

150

150

600

100

150

50

15

31440X

31440X

31440X

31440X

31440X

31440X

31440X

31440):

31440X

31440X

3;440X

31440X

31440X

31440X

100

50

15

50

150

150

15

50

--- 50

15

50

150

.5

.625

-75

.75

50

Pipe

Elbow 45 Deg Bw

Elbow 90 Deg Bw

Elbow 90 Deg Bw

Elbow 90 Deg Bw

Tee Reducing Bw

Branch Outlet Bw

Branch Fitting Flgd --

Weld Neck Rf Flange

Weld Neck Rf Flange

Weld Neck Rf Flange

Weld Neck Rf Flange

70

IOO

150

170

50

ASTM A1 06-B

ASTM A234-WPB

ASTM A234-WPB ppppp-

ASTM A234-WPB ------ ASTM A234-WPB

ASTM A234-WPB

ASTM A105 1 -

ASTM A105

ASTM A105 -

ASTM A105

ASTM A105

ASTM A105

Blind Flange

Blind Flange

Spectacle Blind

Gasket Spiral Wound

Gasket Spiral Wound


- 5 4 0

S 40

S 160

S 80

S 40

S 4 0 x S 4 0

S 4023-80

S 160

S 40

S 40

S 80 --

S 160

ASTM A1 05

ASTM A1 05

ASTM A51 6-60165170




300#

300#

300#

300#

300#

1

300#

--

300#

300#

300#

300#

300#

300#

300#

300#

--

--

300#

Globe Valve Flgd Body: ASTM A182 F55 UNS N32760lA995 Grade 6A Trim:

pp

- Check Valve Flgd

Check Valve Flgd


Stud boil L'v'iih %uts - Flange




SDSS. PTFE

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



- ASTM A ~ ~ ~ B S M ~ A I ~ C ~ L H M





job Title : Nimr Sludge Pits System upgrade - FED 8 DD Discipline : Mechanical 8 Piping

Area : NlMR


Proj. Code : DQ

WBS NO : NIM.lN.09.011

Prepared by $ Checked by 29' Notes : I . UOM of Sizes 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.



Isowise MTO No. : NIM-3-2144-520-DQ-4

MTO Rev. No. : 0

B Approved by




job ~ i t l ~ : Nirnr Sludge Pits System upgrade - FED 8 DD Discipline : Mechanical 8 Piping


Job NO. : PAIP00405

Proj. Code :

Station Isometric Dwg No. : NIM-3-2144-023-DQ-3



MATERIAL FOR FABRICATION Description Material

-- --A 9 74.30.03.071.1 11440 50 Pipe ASTM A1 06-8 S80

Elbow 90 Deg Bw ASTM A234-WPB S80

4 76.62.78.360.1 11440 50 Weld Neck Rf Flange ASTM A105 S80 150#


4 2 76.62.11.070.1 11440 50 Blind Flange ASTM A105 150#

SDSS. PTFE

10 1 1 ( NON MESC ( 11440X (250 IBall Valve 14313 FB Flgd (F30dy: ASTM A1051A216

/ ' 6

7

8 -

I

2 76.88.37.020.1 11440 250 Spectacle Blind ASTM A51 660165170 150#

2 85,41,36,314.1 11440 50 Gasket SpirakWound 150# 1 - -

2 85.41.36.328.1 11440 250 Gasket Spiral Wound 150#

- 2 85.46.03.066.1 11440 50 Insulating Gasket 150#

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.

1 Ba l l Valve RB Flgd. Body: ASTM A182 F55 UNS

/ N32760lA995 Grade 6A Trim: / / 150# 1

11

12

A k proved by

1 APPROVED FOR CONSTRUCTION

8

8

Reporl printed on: April 12,201 1 5:29 PM

81.38.66.271.1

81.38.66.273.1

11440

11440

.625

,625

90

100



WCBNVCC WITH ALLOY 625 CLAD Trim: SDSS, PTFE


ASTM A193-B7MIA194-2HM ppp

-


j o b Tit le : Nirnr Sludge Pits System upgrade - F E D 8 D D

Area : NlMR


Proj. Code : DQ





lsowise M T O No. : NIM-3-2144-524-DO-4

M T O Rev. No. : 0


I I I I

2 -04- 030)1.1Pipe ASTM AlO6-B / S80

3 -

4

5

- - - - . - - - . - - - - - - - Material

-- - --

7

8

9

1

2

2

Prepared by 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.



1

3

2

10

-

11

12


76.30.42.572.1

76.30.42.608.1

76.30.81.608.1

7630671931

76-62786101

766278652 1

2

1

8

31440

31440

31440

31440

31440

31440

85.41.36.404.1

--- 77.30.05.353.1

81.38.66.155.1

15

50

50

50

50

15

31440

31440

31440

Elbow 90 Deg Bw

Elbow 90 Deg Bw

Equal Tee Bw

20

15

15

.5

ASTM A234-WPB

ASTM A234-WPB

ASTM A234-WPB

S160 --

S80 -

S80

Reducer Ecc.Bw

Weld Neck Rf Flange

Weld Neck Rf Flange

70

ASTM A234-WPB

ASTM A105

ASTM A105

Gasket Spiral Wound

-- Globe Valve Flgd



Body: ASTM A1051A216- WCBlWCC Trim: AlSl316, Stellite 6


ST60

S80 x S160

S80

S160

--300#

300#

lsowise Material Take Off

J O ~ Title : Nimr Sludge Pits System upgrade - FED & DO Discipltne : Mechanical & Piping

Area : NlMR Line Number : D48183 / P48079





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.

1

2

3

4

5

6

Ap k roved by


1

1

1

1

4

8

Repofl printed on: April 12,201 1 5:29 PM

76.62.11.070.1

76.62.11.074.1

85.41.36.314.1

85.41.36.320.1

81.38.66.271.1

81.38.66.273.1

11440

11440

11440

11440

11440

11440

50

100

50

100

,625

.625

90

100

Blind Flange

Blind Flange ppp

Gasket Spiral Wound

Gasket Spiral Wound



ASTM A105

ASTM A105

AISI 316, graphite filled CS centring-/SS inner ring

AlSl 316, graphite fiiled CS centring-/SS inner ring


ppp


150#

150#

150#

150#

-

P


J O ~ Title : Nirnr Sludge Pits System upgrade - FED 8 DD Discipline : Mechanical 8 Piping



Proj. Code : DQ Isowise MTO No. : NIM-3-2144-527-DQ-4



7 r- -1 ;:~y-g~.tii- -- hr. NO, auiti~ MESC Number ~esuipt lon - 1 , ~ a t e &

i -- - - - - - - - -

Desuiptlon - Material Class

1

2

3 -

4

F316lA351-CF8M Trim: AlSl

Prepared by Checked by *' Votes : . 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.

Size 1


.5

1

1

2

r Approved by

Size2 '


74.36.33.026.1

76.33.85.618.1

76.65.80.402.1

76.65.80.404.1


33411

33411

33411

33411

20

20

15

20

15

Pipe

Tee Reducing Bw

Weld Neck Rf Flange

Weld Neck Rf Flange

ASTM A31 2-TP316L

ASTM A403-WP316L

ASTM A182-F316

ASTM A182-F316

S40S

S40Sr S40S

S40S

S40S

300#

300#


j o b ~ i t l ~ : Nirnr Sludge Pits System upgrade - FED & DD

-


Area : N lMR Line Number : 6481024


Proj. Code : DQ lsowise M T O No. : NIM-3-2144-528-DQ-4

w6.s NO : NIM.IN.09.011 M T O Rev. No. : 0

i-- MATERIAL FOR FABRICATION 1 Description Material

1 - - - I

Description Material

-- -- - - - -

2

3

1 1 85.46.03.082.1 1 11440 180 1 llnsulating Gasket / GRE G I 0 - Mylar / 150# / 1 I I 1 I

5 81.38.66.273.1 11440 325 100 Stud Bolt Wlth Nuts - ASTM A193-B7MlA194-2HM Flange


2

1

Prepared by & Checked 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.

k Approved by

76.30.42.628.1

76.62.78.362.1



11440

11440

80

80

Elbow 90 Deg Bw

Weld Neck Rf Flange

ASTM A234-WPB

ASTM A105

S80

S80 150#


job Title : Nimr Sludge Pits System upgrade - FED & DD Discipline : Mechanical 8 Piping

Area : NlMR Line Number : 8481025




I MATERIAL FOR FABRICATION Material

-

1 / 85.46.03.082.1 / 11440 / 80 I 1 Insulating Gasket I G R E GI0 - Mylar I S80 / 150# / I

1

2

3

Prepared by z% Checked by Notes :

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 & aU other Items are in Numbers.


3

2

1

A 1 proved by

I I I I I I

AF'PROVED FOR CONSTRUCTION

74.30.03.109.1

76.30.42.628.1

76.62.78.362.1

ASTM A193-B7M/A194-2HM 5


I

11440

11440

11440

I

4

80

80

80

Flange 11440 81 38.66.273.1

Pipe

Elbow 90 Deg Bw

Weld Neck Rf Flange

Stud Bolt With Nuts - .625

ASTM A1 06-6

ASTM A234-WPB

ASTM A105

100

S80

S80

S80 150#


j o b Title : Nimr Sludge Pits System upgrade - FED & D D Discipline : Mechanical & Piping

Area : NlMR Line Number : 8481031


Proj. Code : DQ Isowise M T O No. : NIM-3-2144-530-DQ-4


7.. MATERIAL FOR FABRICATION 7

1 6.5 74.30.03.071.1 31440X 50 Pipe ASTM A106-B S 80

-1 Ti J - ~ i z i 1 I -- --

k t j ~ ] ~ k & i t y M E ~ Number I

Description Material 1-1 RXT- Tag N%.--

-I .- . - - - - -* - - --- - -

2

3

4

5

76.30.34.608.1

76.30.42.608.1

76.30.81.608.1

1

3

1


9

6

7

8

9

Prepared by &

31440X

31440X

31440X

11

Checked by&--=@

76.62.78.610.1

1

1

1

2

k Approved by

50

50

50

1 10 1 56 / 81.38.66.273.1 1 31440X / ,625 / 100 /Stud Bolt With Nuts - ~AsTM A193-B7MIA194-2HM 1 1

8

Notes : I . UOM of S u e s are in mm except Stud Bolts (Sue 1 in inch & Sue 2 in mm). 2. PIPE Quantities are in meters & all other Items are in Numbers.

31440X

76.62.11.120.1

76.88.37.050.1

85.41.36.414.1

NON MESC

-1


Elbow 45 Deg Bw

Elbow 90 Deg Bw

Equal Tee Bw

81.38.66.274.1

- Report printed on: April 13,201 1 10:21 AM

50

31440X

31440X

31440X

31440X

ASTM A234-WPB

ASTM A234-WPB

ASTM A234-WPB

31440X

S 80

S 80

S 80

Weld Neck Rf Flange

50

50

50

50

ASTM A105

,625

300# -

300#

300#

300#

Blind Flange 'AsTM A105

110

Gasket Spiral Wound



Body: ASTM A1 82 F55 UNS N32760lA995 Grade 6A Trim: SDSS. PTFE

Flange




job Title : Nirnr Sludge Pits System upgrade - FED 8 DD Discipline : Mechanical B Piping

Area : NlMR

Job NO. : PAIP00405 Station :

Proj. Code : DQ


Line Number : B481032



MTO Rev. No. : 0


1 8 74.30.03.071.1 / 31440X 150 /pipe ASTM A106-B

5 1 1 1 76.62.11.120.1 1 31440X 150 1 Blind Flange ASTM A105

2

3

4

I 1 I I I I I I

6 1 1 / 76.88.37.050.1 1 31440X / 50 lspectacle Blind / ASTM A51 6-60165f70 / 300# 1


3

1

8

Prepared by Cheeked by ld$ Notes : I . UOM of Sues are in mm except Stud Bolts (Sue I in inch & Sue 2 in mm). 2. PIPE Quantities are in meters & all other Items are in Numbers.

7

8

9

gi Approved by

76.30.42.608.1

76.30.81.608.1

76.62.78.610.1

1 APPROVED FOR CONSTRUCTION I

1

2

48

Repod printed on: April 13, 201 1 10:21 AM

31440X

31440X

31440X

31440X

85.41.36.414.1

NONMESC

81.38.66.273.1

50

50

50

.625

31440X

31440X

31440X

Elbow 90 Deg Bw

Equal Tee Bw

Weld Neck Rf Flange

110

50

50

325

Stud Bolt With Nuts S PIS B

ASTM A234-WPB

ASTM A234-WPB

ASTM A105

--

100

S 80

S 80

S 80 300#

300#

300#

Gasket Spiral Wound



-





j o b Title : Nimr Sludge Pits System upgrade - FED & D D Discipline : Mechanical 8 Piping

Area : N lMR

Job NO. : PAIP00405 Station

Proj. Code : D O


Line Number : B481036



MTO Rev. No. : 0


1 26.5 / 74.30.03.071.1 11440 150 1 pipe ASTM A106-B S80 I

G I 1 7 6 8 8 3 7 0 7 0 1 1 11440 150 1 /Spectacle Blind 1 ASTM A516-60165770 1 1

2

3

4

5


5

3

3

2

Prepared by & Checked by d 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.

7

8

9

4

k pproved by

76.30.42.608.1 --

76.30.81.608.1

76.62.78.360.1

76.62.78.610.1

11440

11440

11440


3

1

- 4

81.38.66.273.1


11440

11440

11440

31440

50

50

,625

85.41.36.314.1

77.00.25.008.1

81.38.66.271.1

11440

50

50

50

50

90

,625

I

Gasket Spiral Wound

Ball Valve RB Flgd.

Stud Bolt With Nuts - Flanae

100

Elbow 90 Deg Bw

Equal Tee Bw

Weld Neck Rf Flange

Weld Neck Rf Flange


Body: ASTM A105lA216- WCBIWCC Trim: AlSl316, PTFE


150#

150#


ASTM A234-WPB

ASTM A234-WPB

ASTM A105

ASTM A105


S80

S80

S80

S80

150#

300#


j o b Title Nimr Sludge Pits System upgrade - FED 8 D D Discipline : Mechanical 8 Piping

Area : N lMR Line Number : 8481039

Job NO. : PAIP00405 Station : Isometric Dwg No. : NIM-3-2144-033-DQ-3

Proj. Code : DQ lsowise M T O No. : NIM-3-2144-533-DO-4


MATERIAL FOR FABRICATION 1

1 63.5 1 74.30.03.071.1 1 11440 / 50 1 pipe ASTM A1 06-8 S80 J

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


1 / 76.88.37.010.1 / 11440 150 , l~pectacle Blind , ASTM A51 6-60/65/70 1 150# / I 1 I I I I I

3 85.41.36.314.1 11440 50 Gasket Spiral Wound AlSl 316, graphite filled CS I 1 Icentring-/sS inner ring

1 6 / 1 77.00.25.008.1 11440 50 all Valve RB Flgd. I ~ o d ~ : ASTM A105/A216-

Prepared by $; Checked by Notes :

FJ-

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.

7

8

IP Approved by


4

4

Reporl printed on: April 12,201 1 5:29 PM

81.38.66.271.1

81.38.66.273.1

11440

11440

525

525

90

100



WCBNVCC Trim: AlSl 316, PTFE


-

ASTM Al93-B7MiA194-2HM


job Title : Nirnr Sludge Pits System upgrade - FED 8 DD Discipline : Mechanical 8 Piping

Area : NlMR


Proj. Code : DQ


Line Number : A48911



MTO Rev. No. : 0


1 API 5L-B (galvanised) S80

2 .5 74.13.08.028.1 18011 25 Pipe API 5L-B (galvanised)

3 1 76.06.85.034.1 18011 25 15 Tee Reducing Thrd A S N A234-WPB

4

5

Prepared by 5 Checked by d 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.

6

A k roved by

1

1


I MATERIAL FOR ERECTION

1

-- Report printed on: April 12,201 1 5:29 PM

76.06.28.016.1

76.06.66.008.1

76.06.91.016.1

18011

18011

18011

25

15

25

Coupling Thrd

Plug Npt

Union Thrd

(galvanised) ASTM A234-WPB (galvanised) ASTM A234-WPB

S80

S80 (galvanised) ASTM A234-WPB (galvanised)

S80


job Title : Nimr Sludge Pits System upgrade - FED 8 DD Discipline : Mechanical 8 Piping

Area : NlMR


Proj. Code : DQ


Line Number : D482612



MTO Rev. No. : 0


1-1': Sr. No. Quantity 1-:C NU'T ~ l a i i i ~ l T i i ? e I - I - s ~ ! ~escriptbn

2

3

4

5

6

7

8

1 9 1 1 / 76.88.37.014.1 1 11440 1100 ( /Spectacle Blind 1 ASTM A51 660165170 I I

I MATERIAL FOR ERECTION

26

4

5

1

2

4

2

10

-

11

74.30.03.149.1

76.30.42.608.1

76.30.42.645.1

76.30.81.645.1

76.30.88.157.1

76.62.78.314.1 --

76.62.78.360.1

PTFE

Prepared by -&- Checked by d

4

1

12

13

A k proved by

11440

11440

11440

11440

11440

11440

11440

16 / 81.38.66.273 1 1 11440 / .625 1100

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.

85.41.36.320.1

77.00.25.012.1

8


100

50

100

100

100

100

50

Report printed on: Apr i l 12,201 I 5:29 P M

11440

11440

81.38.66.274.1

50

100

100

11440

Pipe

Elbow 90 Deg Bw

Elbow 90 Deg Bw

Equal Tee Bw

Tee Reducing Bw

Weld Neck Rf Flange

Weld Neck Rf Flange

Gasket Spiral Wound

Ball Valve RB Flgd.

,625

ASTM A1 06-8

ASTM A23dWPB

ASTM A234-WPB

ASTM A234-WPB

ASTM A234-WPB

ASTM A105

A S T M A105

Flange

110 Stud Bolt With Nuts - ASTM Al93-B7MIA794-2HM S PIS B


Body: ASTM A1 051A216- WCBIWCC Trim: AlSl316.

540

S80

540

540

S40 x 580

540

S80

150#

150#

150#

150#


J O ~ Title : Nimr Sludge Pits System upgrade - FED 8 D D Discipline . Mechanical 8 Piping

Area : NlMR Line Number : D482625

Job No. : PAIP00405

Proj. Code : DQ

Station : Isometric Dwg No. : NIM-3-2144-038-DQ-3

lsowise M T O No. : NIM-3-2144-538-DQ-4



65.5 74.30.03.149.1 11440 100 Pipe ASTM A106-B S 40

Spectacle Blind ASTM A51 6-60165170

AlSl 316, graphite filled CS I

2

3

centring=/SSinner ring 1 Ball Valve RB Flgd. Body: ASTM A1 051A216-

WCBNVCC Trim: AlSl 316,


6

2

Prepared by

7

8

Checked by d

76.30.42.645.1

76.62.78.314.1

k Approved by

8

8

--.

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.

11440

11440


81.38.66.273.1

81.38.66.274.1


100

100

11440

11440

Elbow 90 Deg Bw

Weld Neck Rf Flange

,625

-625

ASTM A234-WPB .-

ASTM A105

100

110

S 40

S 40 150#



PTFE




j o b ~ i t l ~ : Nimr Sludge Pits System upgrade - F E D 8 D D Discipline : Mechanical 8 Piping

Area : N lMR Line Number : D482626

.job NO. : PAIP00405 Station : Isometric Dwg No. : NIM-3-2144-039-DQ-3

Proj. Code : DQ Isowise M T O No. : NIM-3-2144-539-DQ-4

WBS NO : NIM.IN.09.011 M T O Rev. No. : 0 --

MATERIAL FOR FABRICATION pp --- - -- Material

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

s i z e -. -- --

ater rial- --

1

2

3

4

Prepared by A'&=- Checked by


7

1

1

11

1 5

6

7

8

9

10

11

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.

74.30.03.071.1

76.30.42.608.1

76.30.81.608.1

76.62.78.610.1

1

1

3

3

1

80

8


Report p ~ t e d on: April 12,201 1 5:29 PM

31440X

31440X

31440X

31440X

76.62.11.120.1

76.8%37;050.1

85.41.36.414.1

NON MESC

NON MESC

81.38.66.273.1

81.38.66.274.1

50

50

50

50

31440):

3q440X

31440X

31440X

31440X

31440X

31440X

Pipe

Elbow 90 Deg Bw

Equal Tee Bw

Weld Neck Rf Flange

50

50

50

50

50

,625

,625

ASTM A106-B

ASTM A234-WPB

ASTM A234-WPB

ASTM A105

100

110

S 80

S 80 -

S 80

S 80

Blind Flange

Spectacle-Blind

Gasket Spiral Wound


Check Valve Flgd



300#

ASTM A105

ASTM A51 6-60165170

AlSl 31 6, graphite filled CS centring-ISS inner ring


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



300#

300#

300#

300#

300#


j o b Tit le Nimr Sludge Pits System upgrade - F E D 8 D D Discipl ine : Mechan ica l & Piping

Area : N l M R

Job NO. : PAIP00405

Proj. C o d e : DQ

Station


Isometric D w g No. : NIM-3-2144-040-DO-3

lsowise M T O No. : NIM-3-2144-540-DO-4



1

2

3 -

4

Prepared by &g-- Checked by Notes :

4 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.

5

6

7

8

9

- 10

11

lp( Approved by


8.5

1

1

11


1

1

3

3

-- 1

80

8

1

Report printed on: Apr i l 12,201 1 5:29 PM

74.30.03.071.1

76.30.42.608.1

76.30.81.608.1

76.62.78.610.1

7 6 6 2 1 1 1 2 0 1

76 88 37 050 1

8 5 4 1 3 6 4 1 4 1

NONMESC

NON MESC

81 38 66 273 1

81 38 66 274 1

31440X

31440): ppp

31440X

31440X

31440X

31440X -

31440X

31440X

31440X

31440X

31440X

50

50

50

50

50

50

50

50

50

625

625

Pipe

Elbow 90 Deg Bw

Equal Tee Bw

Weld Neck Rf Flange

100

110

ASTM A1 06-8 -

ASTM A234-WPB

ASTM A234-WPB

ASTM A105

S 80

S 80

S 80

S 80

Bllnd Flange ~ASTM A105

-

300#

FI

Spectacle Bl~nd

Gasket Splral Wound


Check Valve Flgd

Stud Bolt Wlth Nuts - Flange

Stud Bolt Wlth Nuts - SPlSB

300# -

300#

300#

300#

300#

ASTM A51 640165170

AlSl 316, graph~te filled CS centnng-ISS Inner nng

Body A S N A182 F55 UNS N327601A995 Grade 6A Tnm SDSS. PTFE

Body ASTM A182 F55 UNS N32760lA995 Grade 6A Trim SDSS, PTFE




job ~ i t l ~ : Nirnr Sludge Pits System upgrade - FED & DD

Area : NlMR

job NO. : PAIP00405 Station :

Proj. Code : DQ


Discipline : Mechanical & Piping


Isometric Dwg No. : NIM-3-2144-041 -DQ-3


MTO Rev. No. : 0


1 5 ( 1 1 76.30.81.608.1 / 11440 ( 5 0 / /Equal Tee Bw (ASTM A234-WPB / SBO 1 1 1

3 --

4

l a 1 6 / 7 6 6 2 7 8 3 6 0 1 / 11440 150 1 l ~ e l d Neck Rf Flange ~ASTM A105 1 SBO 1 150# 1 1

1

2

6

7

76.30.34.608.1

76.30.42.608.1

2

1

9

10

Ball Valve RB Flgd. Body: ASTM A1 05lA216- WCBNVCC Trim: AlSl 316.

11

12

13

14

15

11440

11440

76.30.81.628.1

76.30.66.237.1


3

1

/Flange

81.38.66.273.1 / 11440 1.625 1100 /Stud Bolt Wtth Nuts - ASTM A193-B7MIA194-2HM I

1

1

5

4

1

77.10.05.008.1

81.38.66.271.1

1 Flange 1

50

50

11440

11440

76.62.78.362.1

76.62.78.610.1

Prepared by +& Checked by r d 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 /

76.62.11.070.1

76.62.11.072.1

85.41.36.314.1

85.41.36.318.1

77.00.25.008.1

11440

11440


Elbow 45 Deg Bw

Elbow 90 Deg Bw

80

80

11440

31440

11440

11440

11440

11440

11440

50

,625

ASTM A234-WPB

ASTM A234-WPB

50

80

50

S80

S80

50

80

50

80

50

90

Equal Tee Bw

Reducer C o n c . 0 ~

Weld Neck Rf Flange

Weld Neck Rf Flange

ASTM A234-WPB

ASTM A234-WPB

Blind Flange

Blind Flange

Gasket Spiral Wound

Gasket Spiral Wound

Ball Valve RB Flgd.

Check Valve Flgd


ASTM A105

ASTM A105

Body: ASTM A1 051A216- WCBNVCC Trim: AlSl316. Stellite 6


ASTM A105

ASTM A105


AlSl 316. graphite filled CS centring-ISS inner ring

Body: ASTM A1 05lA216- WCBNVCC Trim: AlSl 316, PTFE

S80

580

150#

300#

.-

150#

150#

150#

150#

150#

- --

- --

.-- -


job Title : Nirnr Sludge Pits System upgrade - FED 8 DD Discipline : Mechanical & Piping

Area : NlMR Line Number : D482643

Job NO. : PAIP00405 Station : Isometric Dwg No. : NIM-3-2144-043-DQ-3




1 1 1 1.5 1 74.30.05.028.1 / 11412 120 / 1 pipe ASTM A106-B 1 I

SpNa ~ u a n i G AAESC Number

Prepared by & 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.

C --I- -[.- -- - -. - - . -

Size2 --

CI- Size 1

2

3


Description Material

-- I -


2

1

76.30.40.574.1

76.29.46.192.1

11412

11412

20 Elbow 90 Deg Bw

50 Reducer Conc.Bw

ASTM A234-WPB

ASTM A234-WPB

S80

540 x Sf30

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 ~ndependent check 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 us ing 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 upgrade - F E D I DD PAIP00405/RQ/402- Rev. B

Specification for 415V Junc t ion Box P a g e 2 of 6

TABLE OF CONTENTS

Scope of supply . - - - - - - - - - - - - - . - - - - - - - - - - - - - - - - - - - 3

Specification - - - - - - - - - - . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . 3

Quality requirements - - - - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4

Attachments

Attachment- 1 Junction Box G.A Drawing (415V power supply J.B)) Attachment-2 Junction box G.A Drawing (Lighting J.B)

PAIP00347/R0/4DI Rev . o WorleyParsons - Arabian Industries (JV)

Nirnr S ludge 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~ng material

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 50mm2 cable : 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

8 Nos. Area Lighting JB : FLP-1 To FLP-8 and

1 1 No. Shed Lighting JB : LTG JB-I

PAIP00347/R0/401 Rev. o Worleyparsons - Arabian Industries (JV)

Nimr Sludge pit system upgrade -FED 1 DD PAIP00405/RQ/402- Rev. B

Specification for 415V Junct ion Box Page 4 of 6

3. 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.

3 5 All material shall be ~nspected by PDO on arr~val at Majan stores and any materlal ~f f'bund non conforming to the requirements of thls s p e c i f ~ c a t ~ ~ n i n total shall be rejected

PAIP003471R0/401 R e v o WorleyParsons - Arabian Industries (JV)

Nimr Sludge pit system upgrade -FED I DD PAIP004051RQ1402- Rev. B

Specification for 415V Junct ion Box Page 5 of 6

Attachment-? Junction Box G.A Drawing (415V)

PAIP00347/R0/401 Rev o WorleyParsons - Arabian Industries (JV)

JUNCTION BOX

1 NOTES:

1. LINKS BETWEEN TERMINALS AND CONNECTION TO TERMINAL BLOCK SHALL BE PROVIDED BY THE VENDOR

2. TERMINAL ARRANGEMENT SHOWN IS INDICATI\!I ONLY

3. VENDOR TO PROVIDE BARRIER BETWEEN PHASE TERMINALS PHASE TERMINALS.

4. VENDOR TO PROVIDE HAWKE 501 /453 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 TO AEON. 1 I

SHEET 1 OF 2 I APPROVED FOR CONSTRUCTION I /

AND FORMS PART OF SCOPE OF

WorleyParsons - Arabian Industries (JV) I

IN CASE OF DEVIATIONS A MARKEE UP PRINT SHALL

CONTRACT NO . C3110606 PROJ. NO : PAIP-00405

AREA : i'd1biR

B A 0

REV.

S U B A R E A :N IMR SLUDGE PIT AREA

DESCRIPTION :ELECTRICAL JUNCTION BOX 48- JB- 001

I PROJECT DRAViING REVISION I

June ' i l

MAY '11

SEF '10

DATE

E SENT' TO THE PROJECT ENGINEER SCALE : - 0 1 2 3 4 5 6 7

CAD DRAWlNG

Kholid

Kholid

Kholid

DRAWN

BY

DRWG

NMN

K D

BY

AREA CODE

LM PVT

CHECKEDAPPROVED

BY

ENG SECT

REVISED & RE-ISSUED AS AFC APPROVED FOR CONSTRUCTION

I N . 0 9 . 0 1 1

l N . 0 9 . 0 1 1

SERIAL I.1UMBER

O S E / 2 8 N O S E / 2 8 N

ISSUED FO i i COMMENTS

P R O J . ENG. DESCRIPTION

SHEET

SIGNATURE

R E V PROJ CODE

P D 0 APPROVAL

DWG SIZE

' Nimr Sludge pit system upgrade -FED I DD PAIP00405/RQ/402- Rev. B

Specification for 415V Junction Box Page 6 of 6

Attachment-2 Junction Box G.A Drawing (Lighting 3.B)

JUNCTION BOX FOR AREA LIGHTING

SPECIFICATION: VOLTAGE RATING : 415V. 3ph. 5 0 H z

APPLICATION : A R E A LIGHTING JB ON POLE SUITABLE FOR MOUNTING ON A CHANNEL POST/STEEL STRUCTURE

NOTES: 1. LINKS BETWEEN TERIvllNALS AND CONNECTION TO TERMINAL

BLOCK SHALL BE PROVIDED B Y THE VENDOR

2 TERMINAL ARRANGEMENT SHOWN I S INDICATIVE ONLY. I I EXPLOSION PROTECTION :EEx d IIC 1 6 '

3. VENDOR TO PROVIDE BARRIER BETWEEN PHASE TERMINALS. 1 INGRESS PROTECTION : IEC 6 0 5 2 9 IP 6 5 4 . VENDOR SHALL PROVIDE THREADED B L A N K E D HOLES WITH

PLUGS FOR CABLE ENTRIES HOUSING MATERIAL : POLYESTER RESIN IMPACT

STRENGTH > 7 N m , MATERIAL OUANTITY : 8 NOS. SELF EXTINGUISHING AND FLAME RESISTAN1

TO REON. GASKET : EDPM

TERMINALS : 8 NOS. 1 0 S a . m m + 8 NOS. 2 . 5 Sq.rnrn SHEET 2 OF 2

AND 1 N o 2 5 Sq. rnm + 4 Nos . 2 . 5 S q . r n m

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

EARTH TERMINALS

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 TO F L P - 8 CONTRACT NO.: C3110606 PROJ. NO.: PAlP 00405

0

?EV.

PROJECT DRAWING REVISION IN CASE O F DE'v'IATIONS A MARKED UP PRINT SHALL BE SENT TO THE PROJECT ENGlNEERl

SUB AREA :

DRWG.TYPE :

DESCRIPTION : JUNCTION B O X AREA LIGHTING

AUG '11

DATE

Kholid

DRAWN

BY BY

CHECKEDAPPROMD

BY

ISSUED FOR COMMENTS

DESCRIPTION

iN.09.011

hBS NO.

O S E / 2 8 N P R O J LNG. SIGNATURE

P D 0 APPROVAL


Specification of Outdoor Distribution Board For


Project No PAIP00405

WBS NO.C.OM. NIM. IN. 09.011 Contract No.: C 3110606

AVME Code: 4.10.2 Crit icality rat ing : 3


1 Rev. N o / Dale 1 Description Prepared / Checked 1 Approved by

bv I bv I VvPAi i Pi30 I

0 / Sep 2010 / Issued for Comment K D

I WPAl Document No / PAIP004051RQ/401 1 This document has been prepared tor the tilled project or named pan therfo l and should not be iel ied upon or used lo i any other project without an indepenoent check being carried out as to its suitability and pr~or written authority of WPAI being obtained W P A l accepts no r fsponsib i l i ty 01 l ~ a b ~ l ~ t y tor the consequences ot this document being used for a purpose other lhan the purposes for which i t was cornm~ssoned Any person usrng or relying on the document for such othei purpose agrees and will by such use or rellance be taken lo con i i im his aoreement to Indemnity W P A l tor all loss or damage

PVT

,-. P W - L M A May 201 1 Issued for Enquiry Nasser

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 24473400

LM / OSEl29M 1

B

-

Aug'2011 Revised 8 Re-issued for en", ,I"'

Y- ) I

% ,. !,.A,. .j. k; - i,

Proj.: Nimr Sludge pit system upgrade - F E D I DD

Specification for outdoor Distribution board

PAIP004051RQ/401-Rev.B

Page 2 of 7

TABLE OF CONTENTS

Attachment - I - Technical Requ~rernents

Attachment - 2 - Table of Cornpilance

Attachment - 3 - Site C l ~ m a t ~ c 8 Outdoor Cond~t ions

Attachment - 4 - System Voltage and Frequency

Attachment - 5 - Requ~si t ion for Vendor E n g ~ n e e r ~ n g Documents

Attachment - 6 - S ~ n g l e L ~ n e Diagram

Attachment - 7 - Vendor t ransm~tta l Format

Attachment - 8 - SAP Plvl Format

-

PAllF710009810 Worley Parsons - Arabian Industries (JV)

Proj.: Nirnr Sludge p ~ t sys tem upgrade -FED 1 DD

Specif icat ion for outdoor Distr ibut ion board

PAIP00405lRQ/401 -Rev.B

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 r Sludge p ~ t

system upgrade F E D 1 DD Project of Petroleum Development Oman LLC (PDO), hereafter referred

to as the Company1 Pr~ncipal.

2 . SCOPE OF SUPPLY

The \<endor's scope of work includes supply of the follovding Dlstrlbuilon board as per the

Specificatlons detalledlreferred in ihis requisition

_-- I l sec Board

3. SPECIFICATION

3.1. General Requirements

Rating

415V, 1 2 5 i % h + N 50Hz, 10 kA for

3 1 1 All equlprnent materials and systems shall be des~gned manufactured tested supplied In

accordance w ~ t h the speclf~catlon and attached data sheets As a minimum equipment and the

system supplied by the Vendor shall satisfy the requirements of t h~s specification a n d also shall

meet the working and operat~ng condltlon 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 h the best

modern practice and nothlng wrltten or ~mpl ied In thls speclf~cation shall relleve the vendor of h ~ s

responslbllity for the qual~ty and soundness of the finished work, whlch must be adequate for the

duty intended

3 I 3 The Vendor shall be In possession of the latest Shell DEPs and PDO Speclflcatlon (SP) Non-

avallablllty of these documents w ~ l l not be accepted as an excuse for non compliance The order

of precedence shall be as follows

= Czcrzes and Laws of ?he Sultanate cf =man

T h ~ s Techn~cal specificat~on/ContracUEnqu~ry Document

= Specificatlons (SP)

- SlPM Design and Enoineerlno Practices (DEP's)

- lnternatlonal Codes and Standards

3 1 4 Unless alternative standards are speclflcally mentioned in the Spec~fications all mater~a ls and

equipment used and prov~ded for the Work shall be In accordance wlth SP and DEP

recommendations Where no such recomrnendat~on exists then materials shall be In accordance

with IEC or IS0 or such other standards as ~n the oplnion of the Company ensures a n equivalent

Qty Remarks

1 Nos Refer S l n g i e T n d diagram (attachment 6)

PA1IF710009B10 Worley Parsons - Arablan lndustr~es (JV)

Proj.: Nimr Sludge pit system upgrade - F E D I DD

Specif ication for outdoor Distr ibut ion board

PAIP00405/RQ/401-Rev.6

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. T e c h n i c a l r e q u i r e m e n t s

3 2 1 The Incomlng and out golng feeder deta~ls for D~strlbutlon Board shall be as per the Slngle llne

dlagram attached as attachment 6

3 2 2 The D~strlbut~on Board shall be deslgned for outdoor ~nstallatlon condrtlons as lndlcated In

Attachment - 3 and shall be suitable for outdoor structural mount~ng type

3 2.3 T h e Dlstr~butlon Board shall be metal enclosed w ~ t h form-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 947-4 1 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~butlon Board shall be provided wlth cable

glands of HAWKE 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

3 2 6 Labelling on the Distribution Board shall conform to the followrng

* M a ~ n name 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 D r a w i n g l D o c u r n e n t s r e q u i r e d a l o n g w i t h o f f e r

3.3.1 The following drawings/documents shall be submitted for approval before manufacturing

Filled In requisit~on data 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~oning spares w ~ t h quantity

List of a n y _zpecial !on13 or acc~ssnr ies required 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 ~nclude commission~ng spares. 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 sys tem upgrade -FED I DD

Specif ication for outdoor Distr ibut ion board -- .-.-

Page 5 of 7 pp

subm~t the 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

3.3.4 The equipment shall be suitably packed for transportation 8 subm~t the packing deta~ls for

purchaser approval

4. APPLICABLE STANDARDS

The applicable PDO Documents, Codes and Standards are listed below.

Speclficatlon for LV Switchgear and Control Assembl~es

SP-1103

Specification for Testing and Commissioning of Electrical Equipments.

Electrical Engineering Guide lines .. .(Amendment to DEP 33.64.10.10-Gen)

1 SP-2047 1 Preparation and Content of Engineering Drawings

) S P - 1 l 0 i Electrical Protection System 1

SP-1285-E

Electrical Standard Drawing L Specification for Civil and Building Utlllty Serv~ces

Specification for Quality Assurance of Design, Construction and Engineering Works

Engineering standard specification for painting and coating systems for oil & gas facilities ,

1 Spare Parts and Interchangeability Record I

1 DEP 33.67.01 31

SP-1099

DEP 33.64.10 10-GEN

/ Low voltage switchgear and controlgear assemblies

Electrical Installation Practice

Electrical Engineering Design

5 . QUALITY REQUIREMENTS

The quality requirements for criticality rat~ng, category 3 equiprnents are as below.

5 . ? . All requirements of SF-1171 and ISS 30012000 shall G E complied in all phases o i iht. Sel-v~ce

5.2. Any non-compliance, deficiencies or defects revealed at any stage during execu t~on of 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~ty system certified by a competent body established within the

EC, and having undergone a specific assessment for materials

PAlIFT10009B10 Worley Parsons - Arabian Industries (JV)

Proj.: Nirnr Sludge pit system upgrade -FED 1 DD


5.4. Suppller shall establish a documented procedure for sourceirecelvlng inspection and ver~fication

of material cert~ficates of all base mater~alslbrought out Items used

5.5. The Vendor shall submit quallty control plan In accordance with SP-1171 for approval of

purchaser's QA Managerilrispecior The quallty coritroi plan shall cover all phases o i desrgn,

manufacture, ~nstallation 8 testing Including list of all applicable standards, planned data 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~er list from WPAl /PDO, if outside the PGSC

List

5.7. All necessary facilities shall be extended by vendor to the purchaser for witnessing the functional

or final tests as per clause number 6 be low

5.8. The Equipment /Material shall be certified by the th~rd party inspection agency (TPI) arranged by

PDO TPI shall issue certificate as required by SP-1171

5.9. Vendor shall furnish ~nspec t~on reports as per R E D form attached with the requisition

6. TESTING AND INSPECTION

6.1. Type test certificates for s ~ m ~ l a r equlprnent shall be prov~ded w ~ t h the offer.

6.2. The D~stribution Board shall be tested at Manufacture's works for routine test as pe r cl 8.00 of

DEP 33 67.01.31-GEN (only applicable clauses) The Vendor shall subm~t Works 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~ngltransporl details & 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 be~ng suppl~ed A l ~ s t of special tools 8 tackles shall be

suppl~ed with 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 Worley Parsons - Arabian Industries (JV)

Proj.: Nimr Sludge pit system upgrade -FED 1 DD


PAIP00405/RQ/401-Rev.B

Paqe 7 of 7

Delivery, Insurance 8 payment terms shall be In accordance w ~ t h the commerc~a l part of the

r e q u ~ s ~ t i o n l purchase order.

PAIIFTIOOOYBIO Worley Parsons - Arab~an lndustr~es (JV)

Nimr Sludge pit system upgrade

Specification for Outdoor D~str ibut ion boards

ATTACHMENT - TECHNICAL REQUIREMENTS


I

1 REQUIREMENTS AND COND1710NS

Requ~s l t i on sheet fo r

DISTRIBUTION BOARD

-.

Contr Job No PAIP00405 MESC No

I General

3 4

5

b

7

8

9

10

11

I

20 INFORMATION TO B E SUBMITTED BY MANUFACTURER WITH THE QUOTATION

L Spec~f ic requirements : DEP 33 67 01 31-Gen, SP-1121,SP-1107 Schedule : F REFER SLD UNDER ATTACHMENT 6 w f f t j

Power system type TN-SI 415V. 3Ph+N, 4 wire

Rated curlent of busbar system 125A

Rated shorl i ime withsiand current 10kA for 1 Sec

Serv~ce cond~ t~ons : ~ l t r o p i ~ a l / ~ o u l d o o r s

Specla1 sewlce cond~ t~ons : NIL

Type of e nclosure : metal m, rnultl-box 1-

T V D ~ 01 mountlna : structuraiHkef4%4

12

13

14

15

16

Framework required : yes 1-

Type of fuses : WW%4HRC

Inspection requ~red : w i n o

Language on documents : Engl~sh l

on equ~prnent : English1

21

22

23

24

25

Cable entr~es incom~ng be low^

: outgoing b e l o w b b w e

Cable gland plate : M u n d r i l l e d

Glands requ~red : yes*

Glands type : weather proof double compression

- Make and type Shod circuit strengu? 7 hermal hA rms 1s dynam~c hA crest

Type of enclosure

Type of rnount~ng

Degree of protection IP 55

26

27

28

-

R a ~ n canopy : w / n o

Total mass of equ~pment k !2 Specified tender document attached : yes I no

29

30

3 1

Any deviat~ons trom specification : no

(I+ yes, Ihst deviations)

4 5

4 6

47

SPECIAL REQUIREMENTS AND REMARKS 1 REMARKS ON REVISIONS 1 Panel shall be constructed in form-2 configuratron ( 0 ISSUED FOR COMMENTS

48

49

50

Checked by

PLANT NlMR SLUDGE PIT AREP

Apur by

PETROLEUM DEVELOPMENT OMAN LLC

//4 5 -

Made by Rev letter

I I O I A I

2 Live parts Inside the cub~c le shall have mln degree of protection

of IP-20 when the door is open

K D

A - ISSUED FOR ENQUIRY

I I lE&fFiviEi<i GUTDGGR D i S i i E U i i G N E G i i i i

L

Signature 1 K a I

I I I

I I Sheet No 1 cont'd on sheet -

Date

lEno by WorleyParsons O m a n Engineering L L C lEqu~pmenl No

Prlnc~pal PETROLEUM DEVELOPMENT OMAN LLC

DEP 33 67 01 94-Gen sheet 111 0312002

SEP'10

Req No PAIP00405R0/401

MAY'? 1

Nirnr Sludge pit system upgrade

Specificat~on tor Outdoor Dlstr~bution boards PAIP004051RQ1401

ATTACHMENT - 2 TABLE OF COMPLIANCE

WorleyParsons - Arabian industries (JV)

Nimr Sludge pit system upgrade Attachment-2

Specification for Outdoor Distribution boards PAIP004051RQl401

TABLE OF COMPLIANCE The Vendor shall conflrm below that he has accepted all the clauses conta~ned in the specificat~on or otherwise made clarificat~ons or exceptions as furn~shed below

WorleyParsons - Arabian Industries (5\3

Spec ~ e f - Paragraph

-- -

1

2 -

3 1 1

3 1 2

3 1 3

3 1 4 --

3 2 1

3 2 2

3 2 3

3 2 4

3 2 5

3 2 6

3 2 7

3 2 8

3 3 1

3 3 2 --

3 3 3

3 3 4

4

5 1

G '7 4 L

5 3

Conform Y I N

pp

I --

5 4

5 5

5 6

5 7

5 8

5 9

-

Alternati\les Yrn

I

I-- --

I

II

Noted Y/nl

I

CIai lflcation

--

Nimr Sludge pit s y s t e m upgrade Attachment-2

Specification for Outdoor Distribution boards PAIPO 0405/RQ/401

S p e c . Ref Paragraph

Conform Alierna tives Clarification

PAlffT/OUO9B/I \?iorleyParsons - Arabian Industries (JV)

ATTACHME NT-3

AT-TACHME NT-4

ATTACHMENT-5

ATTACHMENT-6

ATTACHMENT-7

ATTACHMENT-8

ATTACHMENT-9

-

Nirnr Sludge pit sys t em upgrade Spec~ficat ion for Outdoor Distribut~on boards PA1 P00405/RQ/40 t

ATTACHMENT - 3 SITE CLIMATIC & INDOOR CONDITIONS


Nimr Sludge pit system upgrade PAlP004U5/RQ1401

Specification for Outdoor Distribution boards Attachment - 3

SITE CLIMATIC AND INDOOR CONDITIONS ( E X T R A C T FROM SP-I 103)

Maximum black bulb temperature 82 "C

Peak shade temperature, two hours 60 "C

Continuous ambient temperature 55 "C

Minimum average ambient temperature 5 "C

Maximum daily variation in temperature : 25 "C

Maximum relative humidity 98%

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 "C cmiW

Maximum infrequent heavy rainfall 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~sed by frequent sand storms when the atmosphere becomes heavily laden with dust particles. Rain is infrequent but is often comb~ned with hail and sand storms At certa~n times 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 "C with 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

Nirnr Sludge pit s y s t e m upgrade

Specif icat ion to! Ouidoor Dist r~but ion boards PAIP00405 /RQ/401

ATTACHMENT - 4 SYSTEM VOLTAGE AND FREQUENCY


Nimr Sludge pit system upgrade

Specification for Outdoor Distribution boards

PA1P00405IRQl401

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 ~ h voltage : 33 kV 3 l ~ h a s e sol~dl!: eanhed

d j High \~ol tage : I I kV 3 phase resistance earthed ( see note I . 2. 3)

e) High \ioltage : 6.6 kV 3 phase I-esistance earlhed (see note I . 2)

1) Low \joltage : 4351240 V 3 phase R. neutral solidl!, earthed

Notes 1 For d~s lnbu l ion syslems. the eanh fauli cui-reni shall be I~miied io appro\in?aiely he nomii1ai cunenl of [he supply rqulpmenl

? For generators and motor unil rransformirs ilie rani1 r au l i runen i shall be lirniled lo SA

3 The use of 1 1 tV should be limited io ring c!icu!ts lor camps

2. SUPPLY VARIATIONS

a) Stead!; slate:

\ioltage : - + 10% at a voltage of 132 k\i and * 5 % at \loitages beIo\v I32 k\l

FI equency : - + 2 %

b) Dynamic:

Voltage : - + 15% at corn~l-ion buses.

3 . EQUlPRlENT OPERATJNG \'OLTA G E S

Equipmen1 shall be suitable for operation 31 1l7r iollo\\,ing \~olrages

a) Motors above 2200 kW . BJ unii ~rarisforrner f1on-i 33 k\i or 132 k V

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 \ I : 3 phase & ~ ~ e u ~ r a l

e) Lighting systems 240 \). phase & neutral

f) Instruments (non-vital) : 240 \ I . phase & neutral

g) lnstrumenls (\;ital) 2 4 0 \ I . phase & neutral ( see notc 2)

h) Instruments (vital) 24 \I DC floaling

i) Welding outlets 41 1 \ I : 3 phase 8: n e u l ~ a i

j) Convenience outlets 240 \ I : phase R: neutral

k j Sii- i ict igt~r ciosiiig ,, I I u v IJL ~ ~ u a t i n g

1) S\vitch_eear tripping I I O\l DC floating

m) E:ectrical S C A D A system : 4 8 \I DC pos~t ive eanli

Nores 1 Pre fened voliage for HV n ~ o i o r s is 6 h ).;I,

? Supply from Uninierruplible Power Sliplil! S ! .S IPI~ (LIPS)

P A I ~ F T I O O ~ I ~ B I I M1orleyParsons - Arabian lndustt-ies (JV)

N~rnr Sludge pit sys t em upgrade

Specif icat~on for Outdoor Distribution boards

ATTACHMENT - 5 REQUISITION FOR VENDOR ENGINEERING DOCUMENTS


REQUISITION FOR ENGINEERING DOCUMENTS "RED" f o r m T h e lo l low~ng addresses shall b e inserted by Sellel In the relevant space on !he Approval D ~ a w ~ n g Speci f lcat~on ( A D S ) l rom D L P 05 00 54 81 G e n or the F ~ n a l Drawing Specrl~cation ( F D S ) l o ~ m D L P 05 0 0 54 82 G e n

P u r c h a s ~ n ~ (Procurement) Otfice Pr inc~pa l D s l r ~ b u l ~ ~ n OHICE i N o t e 2 ) -

Petro l lurn Deve lopment O m a n L L C

A n n

P 0 B 81,Postal Code 113

Musca t

Su l tana te 0 1 O m a n

Nominated Inspector b t l o l ~ pre manutactur lng meet ing

r Approval With ln 2 week.s 01 order p lacement

pproval draw~ngsiFinal d r a w ~ n g s to be

brnitted under cover of a n A D S form1 approval I order placemen1

S form respectivelv cuments shall b e s u b m i t l ~ d to

Refer Note below

Single Line Diagrams 11 3 Schematics Drawings 3 ( 1 3

Ell of Materials 1 3 ( 1 ) 3 ent Data sheets 31 11 3 1

G e r ~ r r a l Arrangement Drawings 3 1 11 3 lnsta l lat~on Detalts 3 1 3

Refer Note 5 below

E-SPIR plus 1 p r ~ n t e d copy as per PR-1443 3 Distribution Otfice (WPAI ) by Vendor I Sub-contraclor

l ~ i t h i n 6 weeks of order placement

TEST AND INSPECTION DOCUMENTS ] Prlnts l ~ o c u m e n t s shall be subm~rted to

I Approval lF~nal documents t o be submitted under cover of an ADSiFDS form Distribution Otfice (WPAI ) by Vendoi i Sub-contraclor

respect~vely W i t h ~ n 4 weehs 01 I t s t of before f inal ie lease

whichever is sooner

Note 4 Turn around time at W P A I for each

submission of document: IS 15 days or 1 0 workrng

days whichever IS h i ~ h ~ r

Note 5 l?Ps andlor any other documents requiring

P D O approval as per S P 1122 or any other SPs

addlt lonal 5 woikrng days or 1 week whichever is

hlgher to be added lo turnaround l i m e ment ioned in

note 4 above

Distribution Otfrce (WPAI ) by Vendor I S u b contractor

'Piote 1 If the document IS avallab!? i n electronic t o r n , a diskette containing :he electronic tile shall also be s i ibmined

Note 2 The submitted document to b e collected bvvendor or bv subcontractor f rom W P A l o f i c e as reouired I Note 3 In the ahsense c'! .A.@S or FDS term, vendor mey snhmit !be draxvrgns wi!h attached l'endot Docamefit T ransm~na l Form

REMARKS

[lnvoice must certity that the draw~nys and engineering documents specified

above have been despatched to all parllea concerned

Any deviation from the timlny lor submlnal of documents shall be nolified lo Ihe

ApprovallD~sti~but~on Otfices by E mail or lax

Shop Iabrlcatlon shall not be started before the requ~red approval drawlngs

have been released lo i construclron by the party concerned, unless otherwise

stated on the 'Approval Drawrng Spec~firation"

Each document shall bear the ~lem/tag and older reference numbel, and shall

I be ri~spatched by all mall unless spec~fied o them~se

Ilnitsldlrnfnslnns ~lsed OP Eng,n€Erlqg ~ C C L ' Q E " ! ~ ~ h s l l he 51 E x c e p l ~ c n ~ , to C ! un~ts

sie stzndzrdired ~mperlzi units to: ncmlnal SIZES c! p~pe ;aiv~s i l a n g ~ s

bolting, etc The documents shall be in English Dfscr~plion on dtaw~ngc and slmllar documents

may be in othe~ languages paov~ded Engllsh lranslallons are also glven

Diaw~ngs and documents shall be su~ltable 101 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 A4 A3 A2 A 1

I Attachment l o Document PAIP004051RQ1401 I D E P 40 10 01 93 G e n sheet 111. Jan 2002

Nimr Sludge pit system u p g r a d e

Spec~f ica t~on for Outdoor Distr~bution boards

ATTACHMENT -6 SINGLE LINE DIAGRAM

P 4l!FT/ll~Jll~B!l WorleyParsons - Arabian Industries (JV)

FROM MDB-1 LOCATED A 1 SEWAGE TREATMENT PLAN1

REF. DRG. NIM-4-2801-001-DO

PHOTO ELECiAlC CLLl 4' 'MTH CONTACT THAT

OPCNS A1 DARKNESS

BOLTED CONIACTS

CONTROL D I A G R A M

rn

?' [FZO;; CASE C K l BREAKER)

ON LOAD ISOLATING SWITCH

L1 CABLE GLAND ( H A W r E T W E 153 OR EOUIVALENT APPROVED)

E A R M LEAKAGE MONITOR

MCB + RCO

4 % CON7ACTOR WTF OVERLOAD RELAY

0 CURRENT TRANSFORMER 3 NOS

0 CURRENl TRANSFORMER 1 NO

(XJ J U N C n O N BOX

* SOCKET OUTLETS SHALL BE MOUNTED ON THE SIDE OF THE PANEL

3 k W R A n N G IS ON HOLD DUE TO UNAVAILABLE OF VENDOR DATA 2 THE RATING Of FUSE C O N l A C l O R AND SWITCHES INDICATED ON MOTOR FEEDER ARE INDICATIM THE SAME SHALL BE

FINALIZED B Y VENDOR ON TYPE-2 CO-ORDINATION

- 1 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 - -

NOTES

I N II,

AND WIRED BY THE VENDOR

B h 0

w ( iaq &$I &Ui- +JU WorleyPanom- Arabun l n d d r i s (JY)

c m m l ~ o ' C31106061 PRO1 PO PAlP-00405

SLD - MAIN DISTRIBUTION BOARD CABLE SCHEDULE

DRAWING CONTROL INDEX

Xrn,Prnrn

I I 1 1 I I 1 1 I 1 I 1 I I 1

NIN - NIM

NIP r s y

PROJECT DRAWING REWSION IN CASE OF D E V l A n O N S A MARKED UP PRINT SHAU. B E SENT TO ?HE PRDJECT EUGWEER

& R E - I S S U ~ AS MC APPROMO FOR CONSTRUCllON ISSUED FOR COMMENTS

a Y R P " D i

h n r '11 MAY '11 SLP '10

c m

. hl lhAR

4

REFERENCE DRAWNGS

~ h o l l d AB

Khdld

OSA-. O.

~ ~ . R E ' U ~ S E D

YUI . CAD DRAWING

wo MASTER DRAWING REUSION orsmsna 9'STRBUTION BOARD IX CASE O F DEYiATlOhS MARKED UP PRLN? S H A U . B E SENT TO C O S T A L DESIGN OFFICE

IN.09.011 N.09.011 IN.09 011 - "n

~ N J & KO

01- R

2815

m~~~~ *YIBD

PVl

IT^ C

- 4 6413 1/3 DO 3 - 1 2 6 3 5 4 0 0 DO 4 - I P R , ~ P( P s ' ' o"n

NIM 4 6 4 1 1 0 0 1 DO

P N

OY/28N OSI/ZBN OSL/28N

- - UIL JarTual

-

Ipps- D L Y S P T I D . 8 LWO mum, , w c m c mvc- ELEC SINGLE LINE DIAGRAM

rn *PIIID**

I

1

P 0 0 WPID".,

3 0 0 2

B

" * . . ' SLUDGE PIT FACILITY "0 05 - - ----------------l DO

__ $c, ;, 41.r. Ptbo l evm kvtlopmcnt oman

I,, I I,, I,, cral +rn mus~R -t

, sn ,,

Nimr S l u d g e pit s y s t e m upgrade

Specification for Outdoor D~s t r~bu t~on boards PA1P00405/RQ/401

ATTACHMENT - 7 VENDOR TRANSMITTAL FORMAT

P A I I ~ ~ 1111111~~B11 WorleyParsons - Arabian Industries (JV)

Vendor ~ o c u m 6 n t T ransm i t t a l F o r m

r - - - - y I Date of Despatch Date of Receipt

bi W P A l Purchase Order N h b e r

9 Name of the equlpmenr

5 PART 6 COMPLETE

I I 1

Name. Signature and date by Suppl ier Representative

25 Remarks by Distribution (Approval) office- The requirements for final draw~ngs and the address to whtch they shou ld b e dispatched are

/ 8 Vendor Work Order Reference

-

10 Vendor Name /Address

Contac t Person: Telephone Number: Fax Number :

' G S M Number: Ema i l ID: 12 Purchasing Office Name I Address Refer Purchase Order

1 given in RED form I

8a Vendor T ransm~t ta l Number

- 11 Distr~bution (Approval Of f~ce) Office N a m e I Address Wor leyParsons Arabian Industr ies JV PB 795. PC, 133, Al-Khuwair, Sultanate of Oman

Attn Document Controller JPro iec l N u m b e r PAIP00405)

-- 13 Principal I Company Name I address Petroleum Development~Oman PB81, PC 100. Muscat. Sultanate of O m a n

Name, Signature and date by D~str~but ion (Approval) 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~lled tor acton(Speclly), E. Subm~lled for Informallon, F-Fins1 Documenlalion

I 24 ,&ddifionai Remarks by Supplier Warning. ,4pproval of draw~ngs in 1 accuracy or for the design, construct~on and performance of the equ~pment 1 service. Refer document turnaround t ime mentioned ~n the

20 Approval Olflce O r s w l n ~

-

-

-

1 9 Only 8s pel R E D Pnnt

i t Only i r pel F E D E l r c l r o n ,c

21 R e v *

1 i Doc i D l a w l n ~ Oescnpt~on or llllr

Zi C o a r ' Purpose 01 5ubmis580n

-

1 6

Dwo Pev F

1 4

ltem f

15 SUPPIIFI DOC I Dw(1 Numbel

--

N ~ m r S l u d g e pit s y s t e m upgrade

Spec~f l ca t~on for Outdoor D ~ s t r ~ b u t l o n boards

ATTACHMENT - 8 SAP PM FORMAT

(Shall be provided later)

P.~IIFTIllII lJYBII WorleyParsons - Arabian Industries (JV)

B Document Control lndex

Client : Petroleum Developlnent O m a n LLC (PDO)

Job No. : PAIP00405 ~~b Title : Nimr Sludge Pits System upgrade - FED & DD

Phase: AFC

Discipline Code: Electr~cal

NIM-4-28 1 5-002-DQ NIM-4-28 17-001 -DQ NIM-4-64 1 1-00 1 -DQ

1 1 I AFC 1 1 1 19-SEP-10 I IFC

04-SUN-1 l 16-MAY-I I AFC

Itern#

I 2

NTM-4-64 12-00 1 -DQ

NIM-4-64 13-00 1 -DQ

C u r r e n t Revision Detail

A3 Al A l

Report pnnted on : August 20. 201 1 10.29 AM Page 1 o f 1

Document No

NIM- 1 -2635-400-DQ NIM-4-280 1-00 1 -DQ

Rev#

A B

Earl ier Rcvis~on Deta~l

A3

A3

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

PAIP00405lMT0140 1

Rev#

0 A

SLD OF MDB Cable Layout And DB Locat~on 41 5 V SLD Power D ~ s t r ~ b u t ~ o n B o a ~ d (PDB)

NIM-4-64 13-002-DQ A3 LV Cable Schedule Index Sheet

Size

A4

A l

Date:

16-MAY-I I 04-JUN-1 1

Schematic L ~ g h t ~ n g Dlagrani

LV Cable Schedulc Cover Sheet

A l A1 A l A1 A l A l A l

A1 A l

A4

Description:

Drawing Control Index 4 15V SLD Maln D~stributlon Board (MDB- I )

S ta tus :

AFC AFC

Date:

19-SEP- I0

I 6-MAY- I I

A --

A B

B

Status:

IFC

AFC

B

B

Overall Cable Route Layout

Cable Route Layout at Sludge Plt Alca Overall Cable Trench Layout

Cable Trench Layout SWTP

16-MAY-1 1

I 6-MAY- 1 1 04-JUN-1 I

04-SUN-1 1

04-.TUN-I 1

04-JUN-1 1

A A A

A -

AFC AFC A FC

AFC

A FC

AFC

16-MAY-I 1

16-MAY-I I 16-MAY- I I

I 6-MAY- 1 I Cable Trench Layout at Sludge Plt Area Cable Trench Layout Sec t~ons Ealthlng Layout at Sludge Plt A ~ e a

Electr~cal Control Dlagraln LV Motors (ABOVE 5 5kW) Electr~cal Control Dlagram LV Motors (5 5kW & BELOW)

Electr~cal Bulk MTO (5 Sheets)

0

0 A

A

16-MAY- I I 16-MAY-I I 16-MAY-I I 16-MAY- I I 16-MAY-I 1

20-AUG-I I

A

A A A A -

B

0

A 0 A 0

AFC AFC AFC AFC

19-SEP- I0

19-SEP- I0 - 16-MAY- I 1

16-MAY- I 1

AFC AFC AFC

AFC AFC

TFE

1FC

IFC AFC

AFC

19-SEP- I0

16-MAY-I I 19-SEP- I0

16-MAY- I I 19-SEP- I0

0 0

0 0 0

1FC

AFC IFC AFC IFC

0 0 0

0 0

0

A

19-SEP- I 0

19-SEP- I0 19-SEP- I0 19-SEP- I0 19-SEP- I0

IFC

IFC IFC IFC IFC

1 9-SEP- I0 I 9-SEP- 10

19-SEP- I0 19-SEP- I 0

19-SEP- I0

06-APR- I 1 06-APR- I 1

IFC

IFC IFC IFC IFC

IFE

IFE

ELECTRICAL MTO

P r o j e c t N u m b e r : P A I P 0 0 4 0 5 WorlevParsons Arabian Industries JV P r o j e c t T i t l e : N i m r S l u d g e P i t S y s t e m U r - r a d e

WBS Nur NIM. IN .09 .011 Material Take Off

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 des~gn and are prellrntnaly

Note 1 All cables should be suppl~ed in single slralghl length If lhls is not poss~ble, prior approval shall be taken from Design Engineer prlor to bidding, order ptacemenl and manufacturing

D i s c : E 1 ,;a1 M T O R t . a :B

1 I y e 1 A 1 M E s c f l / Y v r A spec I 1 AvM. 1 Number 1 UOM 1 Total / 1 ~ d d i t i o n a l 0 t y . i

Cluantltv to be Procured Remarks 1 I 1 / power DB / 1 1 1 1 4 1 5 ~ . 12% 3Ph&N. 50Hz. 10kA for 1 Sec Ouldoor Dislr~bution Board 1 Each / 1 1 Rev A / 1 PAlP00605lROl401 1

/ 3 Cable. LV / 1000047757 / 68 44 14 437 1 1 / 4 15 1 /LV Cable 4Cx50 sq mm, 60011000V. XLPEISWAIPVC C o ~ ~ e r cable I I I Metre / 50 1 Rev. A I / 4 15 1 /LV Cable. 4Cx240 sq mm. 60011000V. XLPEISWAIPVC Copper cable I Metre / 1800 / Rev A I 2

4

5

1 8 1 Cable. LV / 1000047763 / 68.44.14.703.1 1 1 4.15 1 ILV Cable 7Cx2 5 sq mm, 60011000V. XLPEISWAIPVC Copper cable 1 1 / Metre / 600 1 Rev A I

500mlslDrum size 1000047762 Cable LV

6

1 9 1 Cable: LV / 1000047751 / 68.44 14.403 1 I 1 4 15 1 ILV Cable: 4Cx2.5 sq mm. 600I1000V. XLPEISWAIPVC C o ~ p e r cable I Metre 1 350 / Rev B / 1 1

68 44 14 459.1

Cable LV

Cable LV

Cable LV

1 12 1 Cable Joinl 1 1000754004 1 - - 1 1 4.16.1 \cable Jointing Kit sullable for 4Cx240 sq.mm. 60011000V. XLPEISWAIPVC Copper cable ] Each / 5 1 Rev B / I I

1000047742

1000047754

7 / Cable LV 1 1000071265

10

1000069262

/ 14 1 Cable Gland 1 1000048322 1 68 80.58.736.1 1 1 4.16.5 l ~ a b l e Gland suitable for 4Cx50 sq mm Cable (M32) I Each / 3 1 Rev A 1 1 1

68 44 14 331 1

68 44 14 409 1

. .

Cable. LV

4 15 1

1 17 1 Cable Gland 1 1000048320 1 68.80.58.732.1 1 1 4.16.5 ]cable Gland suitable for 2Cx10 sq.mrn Cable (M20) I Each 1 2 1 Rev. A / I I

4 15 1

4 15 1

1 4 15 1

1000047738

11

4.16.5 68.80.58.744.1 13

15

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

LV Cable 2Cx6 sq mm 60011000V XLPEISWAIPVC Copper cable 1 Metre 1 300 1 Rev A /

/ 4.15.1 ILV Cable. 3Cx2.5 sq mm, 60011000V, XLPEISWBIPVC Copper cable

LV Cable 3Cx16 sq mm 60011000V XLPEISWAIPVC Copper cable

LV Cable 4Cx10 sq mm 60011000V XLPEISWAIPVC Copper cable

68.44.14.303 1

Cable. LV

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

Cable Gland

18

19

20

1 22 1 Lock Nul / 1000048282 / 68 80.58 090 9 1 / 4 16 5 / L O C ~ Nut sullable for M75 Gland I Each 1 3 1 Rev A I I I

Metre

100047722

1000048326

21

Melre

Melre

4 15 1

Rev A Melre

1000048321

16 I Cable Giand

Cable Gland

Cable Gland

Cable Gland

30

225

Rev A Each

1 4.16.5 /cable Gland sullable for 4Cx10 sq.mm Cable (M25)

1 1 I Cable Gland

23

350

1000

Rev B

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

3

68.80 58.734.1

1000048321

1000048320

1000048320

1000048320

25

Page 1 I d

Rev A

Rev B

68.80.58.734.1 Each

1000048320

Lock Nul

I I I I 1 1 I 1 I I I

. 'I \ ' % Approved by

Melre

4 16 5

68 80 58.732.1

68.80.58.732.1

68.80.58.732 1

24 I Lock Nul 1 1000048277

Lock Nut

17

68 80 58 732 1

1000048278

100

Cable Gland suitable for 3Cx16 sq mm Cable (M25)

R e v A

4.16.5

4.16.5

4.16 5

68 80 58 072.9

1000048276

PVC Shroud lype-F sullable lor M75 Gland

Rev A

4.16 5

68 80.58.076 9

Rev A Each 4 16 5

Each


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

Cable Gland suitable for 4Cx2 5 sq.mm Cable (M20)

4.16 5

68 80 58 068 9

3 68 80 56 924.9

Cable Gland sullable for 3Cx2 5 sq mm Cable (M20)

4 16 5

1000048262 26

5

Each

Each

Each

Lock Nul sullabte for M25 Gland 1 Each

4 16 5

PVC Shroud

Rev A

Each

Lock Nu1 suitable for M32 Gland

4

10

18

22

Lock Nut sullable for M2O Gland

Rev. A

Rev. A

Rev. A

38

Each

R e v A

Rev A

Each

3 Rev A

72 Rev A

P r o j e c t N u m b e r : PAIPO0405

WBS N u r ' NIM.IN.09.011 WorleyParsons Arabian Industries JV

Material Take Off -

P r o j e c t T i t l e : N i m r S l u d g e P i t S y s t e m U p n r a d e

D i s c : E l :a l

MTO R t . i :B

1 , 7.p. 1 SAP tl I MESC !4 1 WPAI Spec 1 A.M.# 1 Description 1 UoM 1 Total I Rev d I ~ d d i t i o n a l O N I

Quantity to be Procured ~

/ 30 1 Earth Tag / 1000255978 / - - I 1 4 16.5 l ~ a r t h Tag suitable for M75 Gland I Each 1 3 1 Rev. A 1 I I

29

4 16 5

4.16.5

4.16.5

31

33

/ 38 1 Cable Luq 1 1000048081 1 - - 1 1 4 16 1 /cable Luq sullable for 6 sq,mm Cable 1 I 1 Each 1 20 1 Rev 0 /

PVC Shroud lype-C su~table lor M32 Gland

PVC Shroud type-@ suitable for M25 Gland

PVC Shroud type-A suitable for M20 Gland

Earth Tag

37 . .

32 / Earlh Tag / 1000223710 1 . .

I I I I I I I I I I I Earth Tag

Each

Each

Each

1000223714

1 4 16 5 I ~ a r l h Tag suitable for M25 Gland I Each 1 22 / Rev. A /

4 16.1

4 16.1

4.16.1

4.16.1

Cable Acces

1000223708

4 16 3

4 16 3

4 16 3

4 16 3

4 16 3

4 16 3

4 16 3

4 16 3

4 16 3

4 16 3

3

22

72

- -

Cable Lug suitable for 240 sq,mrn Cable

Cable Lug sullable lor 50 sq.mm Cable

Cable Lug suilable for 16 sq.mm Cable

Cable Lug suitable for 10 sq.mm Cable

4 16 1

4 16 1

4 16 1

. .

Cable Tray . .

Page 2 14

i Rev A

Rev A

Rev. A

. .

Underground Cable Tiles sire 10OOmm x 240mm x 6mm th~ck

Underground Wamlng Tape 150rnm widlh 365mlslRoll

Plaln Lead Slnp Underground Cable Nos 19mm x 1 6mrn x 300mm Long 11 MelreIRoll

LV Cable Roule Marker

1OOrnm Dia uPVC Plpe

150rnm Dla uPVC Plpe

CABLE MARKER FOR ABOVE GROUND CABLE AS PER (STD-4-0108-001-4-8)

Cable Tie Black Nyion 368 x 3 6mm

4rnm wide Nylon strapping Hellermann TY4 S1

Arrowlag Heilermann type AT3

Ovalgrip Marker Hcllermann type H085

56

7 Prepared by 'yJ\< Checked byBApproved by

4.16.5

Each

Each

Each

Each

Cable Lug su~lable lor 2 5 sq mm Cable

Eleclncal lnsulat~on Tape Yellow 6 MelrelRoll

Pin type terminal blocks & Fe r r i l t~s

4 20 5

4 20 5

4.20 5

4.20.5

4 16 5

Each

Metre

Roll

Each

Metre

Metre

Pocket

Pockel

Pockel

Pockel

1 Other

Earlh Tag suitable for M32 Gland

10

10

15

75

Each

Roll

Pkl

75mm w~de heavy duly return flange G I Cable Tray

Venl~laled cover for 75rnm wide Cable Tray

Cable Tie 24Omm Length

Nut. Boll & Clamps for fixing Trays

Earth Tag su~table lor M20 Gland

R e v 0

R e v 0

Rev. B

Rev. 0

2700

2700

10

25

60

20

2

2

AIR

AIR

. .

Each

260

20

AIR

Rev A

Rev A

R e v A

Rev A

Rev A

Rev A

Rev A

Rev A

Rev A

Rev A

Melre

Metre

Pocket

Each

Each

Rev B

Rev B

Rev B

..

3

25

25

2

AIR

Rev A

72

Rev A

Rev A

Rev A

Rev. A

4 20.5

Rev. A

G.I. Trunking 75mm x 75mm Melre 50 Rev. A

Project Number: PAlP00405 WorleyParsons Arabian Industries JV Project Title: Nimr Sludge Pit System UP-rade WBS N u i NIM.IN.09.011 Material Take Off Disc:€' :al

MTO R t . 4 :B

Serial Number

57

58

59

60

1 63 1 Earth~nq 1 1000048060 / 68.78 90 426 1 I 1 4 17 1 l ~ r a n c h Connecior su~lable for 70170 so mm 1 Each 1 10 / R e v A 1 I 1

Type

Olher

6 1

Olher

Olher

Oiher

1 66 1 Earth~nq 1 1000780666 / - - I 1 4 17 1 IEarthinq Termlnai Lugs 1Cx25 sq mm Cable (YIG) I Each / 65 / Rev A I I 1

SAP t(

. .

Earthing

64

. .

. .

. .

62

I I 1 1 I 1 S T E E L EARTH PIT AS PER DRG. (STD-4-0310-001-4-F) 1 I I 1 1 1

MESC ll

. .

1000047626

Eafih~ng

67

. .

. .

. .

65

1 71 1 Eafihinq / 1000707154 1 - - 1 1 4.1 7.1 / ~ o u p l i n q screw.p-bz ouler lhread for 15mm I 1 / Each 1 66 1 Rev. B I

\YPAI Spec t(

68 14 07 382 1

Earth~ng

1000048059

Earthing

69

4 20 5

4 20 5

4 20 5

68 14 07 392 1 1000047627

Earthing

68 I Earthing 1 1000048555 1 68 85 12 419 1 / 1 4 16 1 ~ ~ l e c l n c a l lnsuial~on Tape Yellow. 6 MelrelRoll

1 74 / Earth~nq 1 1000047990 1 68 77.02.078.1 1 1 4 17 1 170 sq mm two way lhrouqh clamp / Each 1 6 1 Rev. B / I 1

AVME U

4 20 5

4 17 1

68 78 90 422 1

1000047994

Earthlng

72

M6x30 Boll (Boll Head Hall Round)

M6 Spnng Nul

M25 PVC Giand

4 17 1

1000780669

Roll 1 2

I 1 1 I 1 1 IEARTHING BUSBAR AS PER DRG, (STD-4-0303-001-4-D) 1 I I 1 I I

Description

20x20 Un~slrul G I Slol Type I 12 Melre Lenglh

1Cx25 sq mm YJG Earth Cable

1Cx70 sq mm YIG Earth Cable 1 M e l r ~ I 1200 Rev B 1

4 17 1

68 77.02 126 9

Rev A

1000048666

Earth~ng

75

Each

Each

Each

. .

--

72 70

/ 79 Eadhina 1 1000062970 / 81.04 62.188.1 1 / 4 17 1 1 ~ 1 0 x 40mm Lonq brass nu1 and boll I Each 1 60 1 Rev A / 1 1

Each

Melre

Branch Connector su~lable for 70125 sq mm

4 17 1

68 89 20 148 9 Rev B

Rev B . . Earthing 1 10007071 69

1000707153

73

Earthing

77

78

AIR

AIR

AIR

4 17 1

. .

76 / Earthing / 1001178461

Total Quantity

AIR

Rev A

Rev A

Rev A

025

Each

Earth Boss

4 17 1

4 17 1

. .

Earth~ng

1000048060

Earth~ng

Earthing

80

R e v 0

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

4 17.1 10007071 70

..

82

83

Rev t(

Rev A

65

Each

Earth inspeci~on Pli Sieel housing & Cover

Exiens~ble earth rod Dla 15mm x LG 1220mm

4 17.1

68 78.90.426.1

1000045040

1000062976

Earthing

84

1 87 / Earthlna 1 1000973325 1 68 77 02.106 1 I 1 4 17 1 l ~ u r n d v Type GK 1826 eafih clamp 1 I 1 Each 1 35 1 Rev B I

Rev A

Each / 10

Each

Tips, Hardened sleel for 15mm driving llp 1 Each I 6

/ 4.17 1

Earih~ng

Earthing

86

Page 3 14

Addit ional Oty. to be Procured

R e v A

55

Each

Sleel drlving cap.hardened .allow

Rev. B I

4 17 1

Marconile

67.28.36 188 1

81 26.25 112.1

. .

Earthing

7 Prepared b? Checked by

Remarks

Rev A

6

Branch conneclor 70170 sq.mm

25mm Dia gaivanised line plpe

1000069880

1000047993

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

Earthing

Each

4 17 1

4 17.1

81 78 06.160 1

74 13 08.026 1 Melre 1 1 5 / Rev. A 1 1000524103 81

1000973324

85 1 Earthing 1 1000049087

4 17.1 Earihing

68 01 23 052 9

68 77 02.106 9

25mm Saddle

1000063796

6

950mm x 50mm x 10mm lhlck copper bar

M I 0 X l0Omm Long rawlboll or equal

4 17 1

74 86.05.215 1

70 32.65.025.1 1

Rev. B

4.17 1

4 17 1

4 17 1 Each

81 4 1 17 01 8 1

Each

Each

M i 0 Brass washer

4 17 1

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

Flexible Braid Jumper Burndy Type BG-12


55

4 17 1

Each

25rnm Heavy gauge PVC Plpe

Rev A

1 1

Melre

Each

M i 0 Carbon Sleel Nul

3

60

Meire

Rev A

Rev A

15

35

Each

6 1 Rev A

Rev B

Rev B

28 Rev A

16 Rev A

Prbject h' ? r : PAIP00405 WorlevParsons Arabian Industries JV Project Tit le: Nimr Sludge Pi t System 1 l e WBS Nun : NIM.IN.09.011 Material Take Off Disc:Ele,.. ~ c a l

MTO R e v # :B

8S 1 Earthinq 1 1000062587 1 78 39.10.104.1 1 1 4 17 1 11 2mm Round MS Bar / Melre 1 35 1 Rev B 1 1 1

Serial Number

88

Type

Earthlng

90 area

94 1 Liqhtlnq / 1090000515 1 - - I 1 4.19.9 I F I O O ~ Liqhi Crossarm for 2-Way flood liqht bracket as Drp STD-4-0205-001 1 Each / 8 1 Rev A I 1 1

SAP d

1000063796

Juncl~on Box

92

9 1

97 1 RCU / 1000046061 1 67.92 61 130.1 1 14 11 3 l ~ e m o l e controi unll 50/1A CT Operaled 0-30A Ammeter I Each 1 2 / ~ e v B I ! 1

MESC t)

81.41 17.018.1

. .

. . Junction Box

L~ght~ng Pole

95

96

9 1 RCU 1 100007007O / 67 9261,104 1 1

93 I Lighl~ng Pole

Remote control unit 511A dlrect Ammeter 0-5A (RCU shall be suilable for 7Cx2 5 sq mm lncomlng cable & 3Cx2 5 sq mm O~llgoing cable) ~ncludlng 2 nos of M20 glands

1 Each 1 - 2 1;" A 1

VVPAl Spec 11

. .

. .

1000048607

- - Llghting

Llghtlng

. .

100 1 Access / 1000052014 1 74 86.05 570.9 / 1 4 20 11 1Omm Heavy Gauqe PVC Plpe / Metre 1 2 1 Rev A I I 1

AVME d

4 17 1

4 16.6

4 16 6

4 19 9

1000326313

1090003 156

99

4 19 5

103 1 Access 1 1000062976 / 81.26.25.1 12.1 1 / 4.20 1 ~ 1 0 x IOOmm Expandlnq Boll I Each I 8 I Rev A ! 1 !

Description

M i 0 Carbon Sleel Nut

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

Flood Lightlng Pole as Org STD-4 0203-001 10M Helght Siepped Steel pole

I

69 61 22.250.9

. .

Access

101

102

Electrical Junction Box consists of 8 nos of 10 sq mm lerminal blocks, 8 nos of 2 5 sq mm terminal blocks & 1x25 sq,mm + 3x2 5 sq.mm earfh terminal blocks suitable for Hazardous

L~gh t~ng Pole Type-5 as Drg STD-4-0207-002 I Each / 2

Page 4 14

UOM

Each

Each

Rev B

Each

Rev A

100005201 1

Access

Access

104

3 Approved by

PAiP00405/ROiA02 Each

I

Total Quantity

35

1

10

8

Each

Each

19

4.19.5

74086.05.345.9

1000145612

1000542348

Access

Rev A

250W Fioodlighl filling complete wlth conlroi gear and p f improvemenl capactlor with H P Sodium vapour tamp

2x36W Fiourescent Llghl fillings, EEXe IP-55, normal type. Pole mounted

Rev

Rev. B

Rev A

16

2

4 20

78.47.31.053 1

. .

1000062606

PAlP00405iRQ1402

R e v A

Rev. A

Addit ional Qty. to be Procured

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


78.43.30.11 6 1

Remarks

, , Melre

Melre

Each

4.20

4.20

1OOmm x 50mm x 6mm MS Channel

2

8

16

6mm MS Plate, size 300mm x 300mm

Rev A

Rev A

R e v A 4.20 Galvanised Cabie Saddle, 20mm DIA

Each 4 Rev A

B J U N E 11 *ha],d gb ' .$$? REVISED d RE ISSUED AS AFC IN 09 01 1 O S E I I 8 m

I PROJECT DRAWING REVISION

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

IN 09 01 l

IN 09 01 I

WBS N O

OSEl28N

OSEl28N

REF WD

IN CASE OF DE\IlATIONS A MARKED UP PRINT SHALL BE SENT TO THE PROJECT ENGINEER

S I G h i n l R

Rev

4

PVT

APPE\'ED PDQ APPROVAL

APPRO\ED FOR CONSTRUCTION

ISSUED FOR COMMENTS

DESCRIPTION

Kllalid

Khal~d

DRA\\W BY

h4AY I1

SEP 10

DATE

(Lb) &A\ c j I s U J - SYJI+ JJS

WorleyParsons - Arabian Industries (JV) -

CONTRACT NO C3110606 1 PROJECT NO PAIP-00405

Date

NMN

KD

CHEChED BY

A

0

RE\'

MASTER DRAWn\lG REVlSlON IN CASE OF DE\'lATIONS MARKED UP PRINT SEHT T O COASTAL DESIGN OFFICE

A P R R O V E D BY

DESCRIPTION CABLE SCHEDULE DRWG AREA CODE ENG S E C T SERIAL NUMBER I S H E E T I I Ezz 1 REV

NO NIM 4 6413 002 DQ 3 B

DESCRIPTION WBS NO PROJ ENG

AREA NlMR

SPEC ENG

No 05

P D O A P P R O V A L

sue AREA SLUDGE PIT AREA

oawc ~ P E REVISION INDEX

Remarks SR. No.

2

4

5

6

7

8 ,

1

I I ' 21 1 LV-48-6079 I XLPEISWNPVCICU I I I I I I

160 1 4Cx10 I 60011000V FLOOD LIGHT POLE (FLP-2) (FLOOD LIGHT POLE (FLP-3) h /\

9 ] LV-48-6067 I XLPEISWNPVCICU 1 25 1 4Cx2 5 I 60011000V IDISTRIBUTION BOARD (G6951) FEEDER-2 CONTROL (STARTISTOP) RTU PANEL I

LV-48-6060

LV-48-6062

LV-48-6063

LV-48-6064

LV-48-6065

LV-48-6066 ,

10

11

12

13

14

15

16

17

18

Description of cable

Cable no.

Description of run

XLPEISWNPVCICU

XLPEISWNPVCICU

XLPEISWNPVCICU

XLPEISWNPVCICU

XLPEISWNPVCICU

XLPEISWNPVCICU ,

LV-48-6068

LV-48-6069

LV-48-6070

LV-48-6071

LV-48-6072

LV-48-6073

LV-48-6074

LV-48-6075

LV-48-6076

22

23

a 24

. 25

From T o TY pe

1800

Y * ' ~ l M c b ^ - - w d W ' w - m 250

2 5

2 5

100

100

XLPEISWNPVCICU

XLPEISWNPVCICU

XLPEISWNPVCICU

XLPEISWNPVCICU

XLPEISWNPVCICU

XLPEISWNPVCICU

XLPEISWNPVCICU

XLPEISWNPVCICU

XLPEISWNPVCICU

LV-48-6080

LV-48-6081

LV-48-6082

LV-48-6083

26

28

30

31

32

33

34

3 5

XLPEISWNPVCICU

XLPEISWNPVCICU

LV-48-6084

36

37

38

3 9

DRAWING CONTROL TNDEX (NIh4-12635-400 DO 4 ) I . I . I A P R R O V E D I -?P--.--.-. , I WBS NO I PRO] ENG ISUB AREA SLUDGE PIT AREA I i

Length, m

4Cx240

7Cx2.5

4Cx2.5

4Cx2 5

3Cx16

, 7Cx2.5

2 5

100

20

2 5

25

100

2 0

25

25

XLPEISWNPVCICU

XLPEISWNPVCICU

XLPEISWNPVCICU

XLPEISWNPVCICU

27 1 LV-48-6085

LV-48-6087


/ / ,3 -

160

170

Size, mm2

~ L P F / . S \ l \ l n / P \ / T I T I I & ~ ~ ~ O p & E J Q , p $ J q ! & S 60011000V

60011000V

600110OOV

60011000V

60011000V

, 60011000V

4Cx2 5

7Cx2 5

3Cx2 5

4Cx2 5

4Cx2 5

7Cx2 5

3Cx2 5

4Cx2 5

4Cx2 5

175

160

250

160

XLPEISWNPVCICU

40 I

$)Mv

SIGAATURE

(LL) %A\ & k u \ - 3t;qw34 > J9 WorleyParsons - Arabian Industries (JV)

AREA I\rlblR

Volt. grade

4Cx10

4Cx10

NO 0 5

I I I I

ELECTRICAL JUNCTION BOX 48-JB-001

DISTRIBUTION BOARD (G6951) FEEDER-'

DISTRIBUTION BOARD (G6951) FEEDER-?

DISTRIBUTION BOARD (G6951) FEEDER-1


,DISTRIBUTION BOARD (G6951) FEEDER-2

60011000V

600/1000V

60011000V

600/1000V

600/1000V

60011000V

60011000V

600/1000V

60011000V

4Cx10

4Cx10

4Cx10

4Cx10

125

I

J j w - v I """ I I BY I U t A L K J Y I JUN I PDO APPROVAL IDR\VG TYPE SCHEDlJLF 1 4 PETROLEUM DEVELOPMENT OMAN

NOTES & REFERENCE DRA\VINGS

I

~-~

600/1000V

60011000V

I I

PDO APPROVAL

PROJECT DRAWING REVlSiON

IN CASE OF DEVIATIONS A MARKED 11P PRlNT SHALL BE S E h T TO THE PROJECT ENGINEER i

MASTER DRAWING RE\/ISION DESCRIPTION LV CABLE SCHEDULE I D R w G I AREA COD: I LNG SECT I I sH:El 1 PROJ CODE I z:z I REV NUMBER

IN CASE O F DEVIATIONS MARKED UP PRINT SENT TO COASTAL DESIGN OFFICE

c p , L T C J

DISTRIBUTION BOARD (G6951)

~ - - M w w s w - - RCU (P-48357)

CONTROL (STARTISTOP) RTU PANEL

INDICATION (RUNNINGISTOPPED) RTU PANEL

P-48358 SLUDGE OIL TRANSFER PUMP

, RCU (P-48358)



RCU (P-48359)




RCU (P-48360)

DISTRIBUTIONBOARD (G6951) FEEDER-5

DISTRIBUTION BOARD IG6951) FEEDER-5

60011000V

60011000V

60011000V

60011000V

2Cx6

IN 09 01 I

IN 09 01 1

IN 09 01 I

WBS 1\0

REVISED & RE ISSUED AS AFC


ISSUED FOR COMMENTS

DESCRIPTlOh

. ' /B\


RCU (P-48359)

P-48359 OXYGEN SCAVENGER DOSING PUMP



RCU (P-48360)

P-48360 OXYGEN SCAVENGER DOSING PUMP


INDICATION IRUNNINGISTOPPED) RTU PANEL

FLOOD LIGHT POLE (FLP-8)


OSEl28N

OSERSN

OSEl28N

REF lND

c K7@ 1

LM

PVT

APPROVED B I

B

A

0

RE\'

CONTRACT NO C3110606

I N O



DISTRIBUTION BOARD (G6951) FEEDER-? 1

FLOOD LIGHT POLE (FLP-I)

60011000V

PROJECT NO PAIP-00405



JUNE 11

MAY 1 I

SEP 10

DATE

NlRl




FLOOD LIGHT POLE IFLP-8) \

1

DISTRIBUTION BOARD (G6951) FEEDER-IOIB

t 5

{ \

J

CORlOLlS FLOW METER

Khalld

Khalld

Kha l~d

DRA\\I\ B',

4

NMN

KD

CHEChED BY

6413 I DQ I 3 003 B

UTILITY DATA SHEET

SR.NO I DESCRIPTION DRAWING NO I REV 0 I REV.A I REV. B I REV. C

I I I , 1 IUIILITY DATA SHEET - 415V OUDOOR DISTRIBUTION BOARD (G-6951) I NIM-6419-002 1 SEP'lO I JUNEt l l I

I I

I WBS NO, r I \ " d . L I Y " _ I "I",".

BY BY BY DESCRIPTION PDO APPROVAL

ian lndustrie; (JV) PRO.1FCT DRAWING REVISION -.-

CONTRACT NO C3110606 I PROJ NO PAIP00405 IN CASE OF DEVIATIONS, MARKED UP PRINT SHALL BE SENT TO PROJECT ENGINEER I I I I

AREA NlMR 4

C268 , - *G** !*$F%, ,

SUB AREA SLUDGE PIT FACILITY ;~@y- 2 H

--- *& C?UUe 1 DRAWING CONTROL INDEX APPROVED - REV DATE BY DESCRIPTION

WBS PROJ ENGsPEc ENG iiw Petroleum ~eve lo~rnen thnan DRWG TYPE UTILITY DATA SHEET MAR 1 2635 400 DQ NO PDO APPROVAL AREA ENGG SERIAL PROJ DRG

R E V I REFERENCE DRAWINGS

pp

MASTER DRAWING REVISION UTILITY DATA SHEET FOR 41 5V LV DRWG

CODE SECT NUMBER SHEET CODE SIZE

IN CASE OF DEVIATIONS, MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE DESCRIPTION OUTDOOR DB NO NIM 4 6419 001 DQ A3 A

a ) Load classificat~onlrestarting.

For defin~t~ons ot "Vital", "Essential' and

"Non~Ess~nt~a l " services and appl>caton of

'"Reslirting'. S E E DEP 33 64 10 10-Gen

Maximum of normal runninqplant load 33 31 k W , 18 78 kVAr. JkW2+kVAj= 38 24 ~ V A (Est x%E + y0/,F)

Peak load

(Est x%E +y%F t z%G) 35 64 kW, 20 04 k v ~ r . , / k ~ * + k V M = 40 88 ~ V A

I~o lnc i dence factors r , y and z shall be defined for each separale case, subject to Pr;-cipal.s approval

b) Absorbed loads. C) Consumed loads:

- for pumps, shan load an duty point. E - "Continuous", ail loads that may cant~nuously be requ~red

- for lnstrumentatlon, computers, commun~ction, lor normal operation. lnciudlng lhghtlng and workshops

air cond~t~on~ng, the required load durlng tull operatho" of plant. F - "Intermitlent", the loads required tor internledlate pumping

Equipment

No

P 48357

P 48358

P-48359'

P 48360'

48 FIA 1414'

48 FIA

REMARKS

+ KW ratlng IS on hold due to unavatlable of vendor data

' KW rat~ng is 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~lable of vendor data

k W = AID CONSUMED LOAD kVAr - k W lg p

--p-ppp

NOTES

TOTAL

kVA(= Jm)

POWER

FACTOR

at load

factor c cos o

0 88

0 88

0 88

0 88

0 85

0 85

0 85

0 85

0 85

MOTOR

RATlhG

B kW

22 00

22 00

075

075

0 02

0 02

2 50

3 00

4 00

EOUIPMENT

- for lhght~ng dunng dark hours, storage, load~ng. etc

Descr~ptton

OUTDOOR DISTRIBUTION BOARD LOADS (G 6951)

SLUDGE OIL TRANSFER PUMP FDR#I

SLUDGE OIL TRANSFER PUMP FDR#2

Continuous

k W

2250

0 77

0 02

0 02

2 63

3 16

4 21

3331

38 24

WorleyPars~ns-Arabian Industries (JV) Contract No C3110606 Job No. PAlP 00405

LOAD

FACTOR

- A/B

C In dec~mals

0 90

0 90

0 90

0 90

1 00

1 00

1 00

1 00

1 00

X

E kVAr

1214

0 41

0 01

0 01

1 63

1 96

2 61

EFFICIENCY

at load

factor C

ji;; in deornals

0 88

0 88

0 88

0 88

0 95

0 95

0 95

0 95

0 95

Vttal lnterrntnent

k W

1878

OXYGEN SCAVENGER PUMP (CHEMICAL INJECTION SKID)

OXYGEN SCAVENGER PUMP (CHEMICAL INJECTION SKID) ULTRASONIC FLOW METER

1415'CORIOLIS FLOW METER

IPS PANEL

3PHS SOCKET OUTLET

FLOOD LIGHT POLES

F kVAr

Sland

kW

22 50

0 77

THIS COMPLETE DATA SHEET IS NEW

AND IS PREPARED FOR

PROJECT 'XX' WBS NO. NIM.IN 09.011

- lor workshops, the average total load in normal lull operation G - "Stand-by". loads requtred In emergencies only. such as hrr-water

pumps or those of normally not ~ n n l n g electrically dnven units stand-by lor

by

E kVAr

12 14

0 41

Coincidence Factors (needs PDO'S approval)

Project title

Princ~pal

Cons~gnee

Eng by

E

E

E

E

E

E

E

Essent~ai

E

E

0.00

0 00

normally running steam-driven ones (e g cha rg~ pumps. boiler feed pumps)

X i l l y ! 0.3 z i 0.1 A

JUNE'11

0 68

068

0 02

0 02

2 50

3 00

4 00

Non

e+ce

nhai

Re

slarttng

23 27

26 44

0.00

Area N imr ISWED : 415V OUDOOR DISTRIBUTION BOARD

UTILITY DATA - ELECTRICAL

Contract No C 3110606

Project No PAlP00405

Draw~ng No ' NIM-4-6419-002 Sheet no 1 of 1 DEP 05 00 10 80-Gen, Sheet 1 of 2. 0312003 -


Petroleum Development Oman LLC

Petroleum Development Oman LLC

Worley Parsons - Arabian lndustries (JV)

ABSORBED

LOAD

F k W

19 80

19 80

12.56

Revis~on letter

Date

S~gnature

Power factor wtthout cornpensatton (cos lp) 0 87

Power factor with cornpensatlon (cos lp,)'

Requtred capacitor ratlng [= k W (tglp - Iglp,)] kVA l

0

SEP '10

APPROVED FOR I CONSTRUCTlON 1

30x5rnm TINNED Cu EARTH BUSBAR EB

SCOPE OF PROJECT

FEEDER NO

DESCRIPTION

RATINGJKW

MCCB

RATING

/ co~r ranm ~ 3 1 1 0 6 ~ 6 1 PROJ NO PAlPd0405 IN CASE O F DEVIATIONS A MARKED U P PRINT SHALL B E SENT TO T H E PROJECT ENGlXEER =*U N T S 2 , m ,

C A p DR$WIN$ H- U C ~ SOUTH OMAN NIMR

// If 0 8 0 0 2 0 0 3 OS1/26N PRUNG S ~ C U I C D ~ T I P I MDB

1 *PL, rYC S C R i ~ y(m PIIDli~*c./llry POD APPPOVA, cmt SCC, """s~r m 9zr

REFERENCE DRAWINGS MASTER OR

6 I I ATIONS YAJKED U P PRINT S H A U B E S E N T TO COASrAL DESIGN 0-

6 I - n T I I 1 1 )

00

INCOMING SUPPLY

400A, 4P MCCB

O/C&S/C Release

AWlNG REVISION o r s m s ~ m SINGLE LlNC DIAGRAM O f MOB ~-~ - - - - - - ~- - - - - - I wn I NiM 4 2515 002 DOI 3 / ~ I

1 CABLE TAG & SITE I i v - i 6-1029 4Cx120 Sq rnm

LV-16-1027 4Cx95 Sq mm.

0 1

LCP-1

250A TP MCCB

OIC&SIC Release

200A TP MCCB

OIC&SIC Release

03

SPARE

100A TP MCCB

OIC&SIC Release

114

DB-3

100A TP MCCB

OIC&SIC Release

05

LIGHTING DB INSIDE

CONTROL ROOM

63A TP MCCB

OIC&SIC Release

0 6

SPARE

63A TP MCCB

OIC&SIC Release

07

SPARE

63A TP MCCB

OIC&SIC Release

FROM MDB-1 LOCATED AT SEWAGE TREATMENT PLANT

REF. DRG. NIM-4-2801-001- DO

PHOTO iLECTRlC CELL 4 MTH CONlACl THAI

OPLNS A 7 DARKNESS

CONmOL DIAGRAM

ON LOAD ISOLATINP SWATCH

4 FUSE

I ii CABLE GLAND IHAWfiE TYPE 153 OR ~ ~ u ~ V A L E N ~ A P P R O M D )

@$$ EARTH LEAKAGE MONI lOR

Y McB + RcD

B+ s CONTACTOR WlTH OVERLOAD RELAY

I 0 CURRENT TRANSFORMER 3 NOS I 0 CURRENT TRANSFORMER 1 NO

[XI JUNCTION BOX

* SOCKET OUTLETS SHALL BE MOUNTED ON THE SIDE OF THE PANEL AND WIRED B Y THE VENDOR.

-0 ~ % 1 0 6 0 6 1 PRO1 NO PAlP 00405 \IN CASE OF DEY1ATIONS A MARKED UP PRWT SHALL B E SENT TO THE PROJECT ENGINEER/

OR FELDER ARC INDICATIVE THC SAME SHALL BE

1 THE INCOMING CABLE SIZE 1 0 THIS DISTRIBUIION BOARD IS 4Cx2SO S t = XLPE/SWA/PVC/CU CABLE 5 0 VENDOR TO PROVIDE SUITASLE TERMINAL FOR TERMINATING THIS CABLE

N O E S

SLD - MAIN DISTRIBUIION BOARD CABLE SCHEDULE

r l N A L l I E D - - O N - - - - - - - - - - - - - _ - - - - - - - - - - DRAWING CONTROL INDEX

DLSLRsnm

NIM NIM

NIM mu

REFERENCE DRAWINGS

4 4

1 I

L*I*r*c *""am

MASTER DRAWNG REVISION '

W CASE OF D E Y l A n O Y S MARKED UP PRDiT SHALL B E SENT TO COASTAL DESIGN OFFICE

2 8 1 5 6413

2635 %R,*i

PC"

.,,,,, DISTRBUTION BOARD

002 1 / 3 400

Y( m o w , DIX

,<cc,= o n - m ELEC. SINGLE LINE DIAGRAM

NO

DO DO

D c F

POY ,Psll(N*L APPr/m_ '__

NIM 4 6 4 1 1 001 DO

3 3

.r I

D C M l F i i m I m,,

-I u C r UvvecD M

1

-

8 8 WD ow 9Z

8

- - -

i ARU .NIMR

,. .,, SLUDGE PIT FACILITY MD 05 ----------------l YIU . -

CAD DRAnNG'

&uG-3 -A

%bV l+troieum kmhpment - 2- om-

* TERMINAL NUMBERS BY C&A FOR DETAILS REF. DRG. NO. NIM-5-4745-XXX-DO

1 MOTOR I I MAIN / PANEL / CABLF 'A ' CABLE

(EOU!PME.N?) k W I PUhiP I iviODUiE I C A B L E I CABLE I '8 '

SLUDGE OIL TRANSFER PUMP

1 APPROVED FOR I

CABLE 'X'

I No.

I CONSTRUCTION I /

CABLE 'Y'

3C 1 16

THIS COMPLETE DRAWING IS NEW AND

FORMS PART OF SCOPE OF PROJECT WBS# C.OM. NIM.IN.09.011

SLUDGE OIL TRANSfCR PUMP

C A B L E

NO.

LV-48-6061

TrRM,,,., I ... , L NVMSCRS L 2 I CABLE CLKMINA'L Nii*iBiiiS

No. SIZE NO.

LV-48 -6062

13 P -46358 2 3C 1 16

LV-48 -6063

LV-48 -6065

No. No A L

LV-48 -6066

- LV-46 -6067

f B

* •

G H

LV-48-6064

*

C D . .

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 1- I iSSUiG fOR COMUCNTS I W L LUlL

-nmm D , NC P D 0 *PSS(IY.,

PROJEC? ORAWING RCVlSiON C D N T U C l N O C3110606 1 PROJ NO PAiPd0405 IN CASE OF DEVULTIONS A MARXED U P PRINT SHALL BE SENT TO THE PROJECT ENGDjEER

I 1 i i l ! ! 1 I 1 I - : NONE C@ DR;UINF NlMR D , X , . -

,,,,,p,, OVERALL CABLE TRENCH L A Y O U T I I I IN CASE OF DEVlATlONS MARKED U P PRINT SHALL B E SENT TO COASTAL DESIGN OFFlCE I I / I

OLD STP

1 PLANT NORTH

BACKFILL BACKFILL

PVC 'DANGER' STRIP

CABLE PROTECTION TILE -7

CLEAN DRY SIEVED

c 0 M P n C i I TOP FINISH AS PER

/THE SURROUNDING A R E A

SECTION: A- A SECTION: B-B (REF NIM-4-6416-001-DO) (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 THIS COMPLETE DRAWING IS NEW I AND FORMS PART O F SCOPE OF I PROJECT WBS# C OM NIM N O 9 011 /

SCOPE OF PROJECT

WBSff C.OM.NIM.IN.09.011

,,,,,,,, OVERALL CABLE ROUTE LAYOUT I I

- - - -

I IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SEXT TO COASTAL DESIGN OFFICE I

PLANT NOR

/--iCiti-(t i OLD

LAGOON 1

EXISTING TRACK

, i I

OLD

OLD 1 LAGOON

OLD S I P

DRG NIM-4-6415-001 8 002-DO

. RECEIVING SUMP4x4x3 6mH

- - I

EXISTING > j TRACK

-

<> [

SITE LAYOUT

I I I

J <,.>

I i I

OLD 1 LAGOON 1

i I i i I i i I i

i i I 1 I i I I I I i I i I 1 i I

OLD ~ LAGOON 1

i I I I I I i I I

PLANT NORTH 56'49'54"

s.w (MAV/JL~NC) 10M POLE MOUNTED FLOOD LIGHT FIXTURE UTM NORTH -&- WITH 250W H'SV LAMP (2 FITTINGS)

PWNUNG WlND s t (m w n i r m x ) DISTRIBUTION BOARD

D 6

REMOT CONTROL U N l l

I EQUIPMENT DATA 1 I EQPT. TAG NO. I DESCRIPTION I 1 A-48307 1 SLUDGE COUECTION PIT 1 I A-48308 I SLUDGE COUECTlDN PIT I 1 A-48305 1 PIG LAUNCHER I

OXYGEN SCAVANGER DOSING PUMP

1 DRAWING LIMIT S 199.000 Y)

W AND PREPARED FOR PROJECT

WBS# C.OM. NIM.IN.09.011

FOR FURTHER ROUTING REF.

APPROVED FOR THIS COMPLETE DRAWING IS NEW AND FORMS PART OF SCOPE OF

TYPE THORN SONPACK 250W HPS T

DESCRIPTION FLOOD LIGHT POLES

& Automation Drawings

PAIP00405- Nimr Sludge Pit Ur, gradation.

Document Control In - Client : Petroleum Developmeilt Oman LLC (PDO)

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

Phase: AFC

Report printed on: September 20,201 1 10:09 AM Pa!

Discipline Code: Control & Automation Item#

1 2 3 4

Current Revision Detail Rev#

A A A A

Earlier Revision Detail Description:

Instrument loop Diagram (37 Sheets) SGS Functional Logic Diagram (9 Sheets) DCS Functional Logic Diagram (6 Sheets) Functional Logic Diagram-Sludge Pit (1 5 Sheets)

Document No NIM-5-4745-001-DQ NIM-5-5588-DQ NIM-5-6079-DQ NIM-5-6531-DQ

Rev# 0

Size A3 A3 A3 A3

Date: 20-SEP-11 20-SEP- 1 1 20-SEP-1 I 20-SEP-11

Status: AFC AFC AFC AFC

08-JUN-I I 08-JUN-I I

0 08-JUN-1 I

Date: 3 1-MAY-] I

Stal IF1

FUNCTIONAL LOGIC DIAGRAMS NIMR SLUDGE PIT

THIS COMPLETE DRAWING IS NEW AND FORMS PART OF SCOPE OF PROJECT 'DQ' WBS No. NIM.IN.09.011

I I ---C-t--

I I I I I I - -- - -

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION I IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE


\

I I I I I I

DRWGTYPE : RTU FUNCTIONAL LOGIC DIAGRAM

DEscRIPnoN : COVER SH EE T I I

WorlevParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAIP00405

I I - . I . - - . . . . . - . . .- NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION

I I I I I I I

&IT&& ijl&u+s> v ' a w


sue A R u : NIMR SLUDGE PIT

SPECENG. WBS No RN

NO. 05

PROJ.ENG. APPROMD

WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAIP00405

D R w . m E : RTU FUNCTIONAL LOGIC DIAGRAM

DESCRIPTION :REVISION/INDEX SHEET

D R ~ BY

-67tlm DESCRlPTlOEl AREA CODE m n &rpmva,

ENC SECT

NIM 5 6531 002DQ

SERIAL NUMBER

3

SHEET

A

PROJ CODE

DWO SIZE

RW

!al - % ,OGIC FI FMFNTS '8' AND 'v"

A N D

0 R

SYMBOLS DESCRIPTION REMARKS

I+ MANUALLY OPERATED CONTROL g y PUSHING

1 I -- CROSSING OF SIGNAL PATHS T I

% SIGNAL LINE JUNCTIONS

f= MANUALLY OPERATED CONTROL g y ROTAnNG

RESET WITH RESTRICTED ACCESS

e, g. SPRING RETURN

TRANSFER INDICATOR OF SIGNALS TO ANOTHER SHEET

SHEET-xx SHEET-yy

LOCKING DEVICE e. g. KEYLOCK FOR MAINTENANCE TRANSFER INDICATOR OF OVERRIDE SWlTCH (MOS) @ @ SIGNALS ON SAME SHEET

.. - ,

(INVERTOR) ALARM OUTPUT SIGNAL When slgnol = 0, the alarm lndlcatlon Is "on"

- (When signal = 1, the alorm Indication after

acknowledgement, Is "off") A = ALARM DCS = DISTRIBUTED CONTROL SYSTEM

DELAYED TURN-ON OUTPUT ( SLOW OPERATING ) STATUS OUTPUT SIGNAL

F = FIRE FLD = FIELD HW = HARD WIRED

DELAYED TURN-OFF OUTPUT When sign01 = 1, the status indicotion l ight is "on" IFB = INTERFACE BOX

( SLOW RELEASING ) (When slgnol = 0, the lndlcatlon l lght Is "off") OC = ESD PANEL ON OPERATOR CONSOLE RML = REMOTE MANIFOLD LOCATION

SIGNAL POWER ROV = REMOTE OPERATED VALVE ONE SHOT OUTPUT ALL SIGNALS TO IF0 AND TO ESD VALVES TO BE RTD = RESISTANCE TEMPERATURE DEVICE

POWERED 24V DC CONTACTS SCADA = SUPERVISORY CONTROL AND DATA AQUlSlTlON

SERVICE Y r r E ! P c SK = SOFTKEY

SL = SERIAL LINK SYMBOLS DESCRIPTION REMARKS SSL = SAFEGUARDING SYSTEM LOGIC

S/D = SHUTDOWN FUNCTIONAL 'INPUT' LOGIC X PHYSICAL CONDITION CORRESPONDING ELEMENT TO A LOGICAL '1' AT a

UCP = UNIT CONTROL PANEL xx-DS-xxx= TAGNUMBER FOR COMMUNICATION DCS -SSL

RELATES M E BINARY STATES Y PHYSICAL CONDITION CORRESPONDING OF THE FUNCTIONAL INPUT TO A LOGICAL '0' AT a MCC = INTERGRATED MOTOR CONTROL CENTER LOGIC TO AN EXTERNAL PHYSICAL CONDITION

SERVICE c FUNCTIONAL 'OUTPUT LOGIC X PHYSICAL CONDITION CORRESPONDING ELEMENT TO A LOGICAL '1' AT b

RELATES THE BINARY STATES Y PHYSICAL CONDITION CORRESPONDING OF THE FUNCTIONAL OUTPUT TO A LOGICAL '0' AT b LOGIC TO AN EXTERNAL PHYSICAL CONDlllON

WorleyParsons-Arabian Industries (JV) Contract No.:C3110606 Job No.: ~ ~ 1 ~ 0 0 4 0 5

c' BIN0 DESCRlPTtON PaoJ.wG.

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE

viir*a

sua AREA : NIMR SLUDGE PIT NO. 05 1 olrrmr :RTU FUNCTIONAL LOGIC DIAGRAM

PDQ APPROVAL

OESCRIPTION :SYMBOLS & GENERAL NOTES --

,&&*%$- Petmieurn Development Oman

DRw

NO

/,./ ,AL /uEE,lpRmD,_ CODE SECT NUMBER CODE

NIM 5 6531 007 DQ

SIZE

3 A

REF. No. R TU \REF. No 1 OUTPI'

I I 48-Fl- 141 4 P-48357/58 COMMON DISCHARGE R O W

I I

48-PDIA-1520 I I I I I I I SAND FILTER NRPS

TX S-48362-0lFF.PRESS I I 5-48362 I 5-48362 SCADA 1 ALARM HIGH DlFF PRESS - I I I I

1 2 3 4 5 6

R~~ DATE APPROMD DESCRIPTION B.I.NO. o m . P E G DRWG.WPE :RTU FUNCTIONAL LOGIC DIAGRAM , , I,.( ERtA, l,lpwowR,

1) INDICATION AT LOCAL CONSOLE. EY PDO APPROVAL CODE SECT NUMBER CODE SIZE

NOTES/REFERENCE DRAWINGS ?AsTEn D R A ~ ~ G n!vlsloN DESCRLPION :P-48357/58 48-uz-z656/58 (SLUDGE OIL TRASFER PUMPS)

NO NIM 5 6531 010 DQ 3 r! IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE

I I I I NOTE-1

I I I I

48-UZA-1448 I I I I _

48-LIZA-1418 I I I 48-LIZA-1448 SLUDGE PIT SLUDGE PIT <HH I SLUDGE PIT NRPS

Fw TX A-48307

WorleyParsons-Arabian Industries (JV) Contract No.:C3110606 Job No.: PAIP00405

I I I A-48307 SAFEGUADING LEVEL

I I I I 7

I I & I I NOTE-1

I I -

I I I 48-LIZA-1451 48-LIZA-1451 SLUDGE PIT SLUDGE PIT Q-IH SLUDGE PIT - NRPS

ITD TX A-48308 SCADA A-48308 - 8

A-48308

I SAFEWADING LEML I I ILEVEL HIGH HIGH I ALARM LEVEL HlGH HlGH

SCADA ALARM LEVEL HIGH HlGH

A-48307 LEML HlGH HlGH I

I I 1 I I REF. No. I R TU JREF. No. I OUTPl 1

48- 5-2660 I I

, s W - 3 5 7 8 LOCAL RESET k I I I

- - I I - FIELD T P-48357 I I

X HEAT DETECTOR

I 2 /- 48-XZA-2343 I I

UL

FIELD T P-48358 X HEAT DETECTOR

DflECTED I- I

I I I I I I I I I I I I I P-48357 HEALTHY

I I I

P-48358 HEALTHY


REV O A K DESCRlPTlOIl B.I.NO. PROJ.ENC. SPEC.ENC. DRWG.MPE : R TU FUNCTION AL LOG1 C D 1 AGR A

BY PDO APPROVAL

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION '

D,scRlmo, : P - 48 3 5 7 /5 8 NO NIM 5 6531 01 1 DQ 3 A

I N CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE- 48-112-2656/58 (SLUDGE OIL TRASFER PUMPS)


I I I I I ' I REF. No. I R TU [ R E F . No. I OUTPI'

I I I I - t

P-48357 START ACTIVATED I t - 4 P-48357 FAILED (NOTE-1) 1 I -

I 012 1 I I t=20 Sec

I I & 3-L. I I

P-48758 START

48-GB-2656 t=5 Sac

R PUMP P-48357 RUN [ \ RUNNING c - t I I

I I 9 I I t= lD Sec

NRPS SCADA

I I

I I

I I L

I I I I I I I I I I I I I I I I I I

DR~C.TYPE : RTU FUNCTIONAL LOGIC DIAGRAM


I I I I I I 1 012,3 STAND BY PUMP

014 0 P-48357 START

I I I 1 P-48358 DISABLE

RUNNING

I I I I I

P-48358 FAILED (NOTE-1)

. l1-L t=5 Sec

P-48358 START ACTIVATED I I t=20 Sec

I I 48- 0-2657 I I

R PUME P-48358 RUN /

I '

-

&

RUN

FIELD

48-GB-2656 PUMP P-48357

NRPS SCAD!

RUN

I I

48-GB-2657 PUMP P-48358 RUNNING

-

\ I I I I

-

c RUNNING

t=10 Sec

-

t

I I I I I I I I

9

I I I I If ' I REF. No. 1 R TU 1 REF. N o . I OUTPU

I I SLUDGE OIL PUMP P-48537

I I OPERATlNG MODE

48-HS-2217 NRPS S SLUDGE OIL PUMP

SCADA K OPERATING MODE MANUAL / I

I

48-LIA-1447 I I

48- IA-1447 I

48-LIA-1447 T A-48307 LEVEL A - A 3 0 7 LEVEL A-48307 LEVEL NRPS

X I I

COMPARATOR HIGH

- I HlGH

I ALARM SCAOA

48-LIA-1452 I I NOTE-2 -

FIELD T A-48308 LEVEL I &

I I @ 013.3 P-48537 AUTO MODE

X

- -

1 @ 1 START

- 0-1447 I I - I I

CONSOLE W 0.0,s. - I I

1 I 48- IA-1447

I I - A - A 3 0 7 LEVEL LOW u

I I I I 48-LIA-1452 A-48308 LEVEL NRPS

I I I I ALARM LOW SCAOA

I I I I 48-LIA-1452

I I A-48307 LEVEL NRPS HIGH HIGH

I I SCADA

I I L & I I START

48-LIO- 452 LOCAL s 48-LIA-i447 I I CONSOLE W O.O.S.

I I

I I I I I I A-48308 LEVEL NRPS

- I- 48-LIA-1 452

I I I LOW SCADA I ALARM

I I I I -

D R W G . ~ E :RTU FUNCTIONAL LOGIC DIAGRAM

I I I I -

I ' - I REF. No I R TU /REF No I OUTPL

P-48357 AUTO MODE U


I I REF. No. I R TU IREF. No. I OUTPl

I I I I

START STAND-BY PUMP P-48358

SCADA S PUMP P-48358

I

NRPS K REMOTE STOP

t=lOsec

I 2J-L

I I t=lOsec

1 I

I I P-48358 AUTO MODE 1 013.5 1 START

' 11--- --

I @ I & I

P-48357 DUTY SELECTED

NRPS SCADA

flELD

I I 1 - I

P-48358 HEALTHY

SLUDGE OIL PUMP P-48538 1 013.2 OPERATiNG MODE

; K

W

48-HS-2659 PUMP P-48358 REMOTE START

8- -2

~UM:sP-g!58 LOCAL START

'

S

I I P-48358 DISABLE -I

ITART

k=

48-HS-2220 PUMP P-48358

P-48358 AUTO MODE STOP

1 PRDJ.ENG. 1 SPEC.ENG, I B.IN0. PDO APPROVAL

I I

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION I N CASE OF DEVIATIONS MARKED UP PRINT SHALL B E SENT TO COASTAL DESIGN OFFICE:

W START PERMISSIVE LOCAL STOP

I @ P-483% NOT STOP

I 016 1

l k l I I

kJ-GU& 3. SUB AREA : NIMR SLUDGE PIT 1 NO, 0 5 &'%& (J * y

Petroleum Development Oman a m r n E ;RTU FUNCTIONAL LOGIC DIAGRAM _ AREA CODE SECT NUMBER SERIAL 1 WETI,, CODE D w R w , SIZE

DEsmIPvoN : P-48358 48-112-2658 (SLUDGE OIL TRANSFER PUMP) NO NIM 5 6531 015 DQ 3 A


I REF. No. 1 RTU IREF. No. I OUTPL'

I I I I I I I I I I I I I I I I I

I START P-48357 SLUDGE PUMP P-48357 "START" START PERMISSIVE I I MOTOR

CB

I I - TO

PUMP P-48358 P-48358 SLUOGI PUMP

NOT STOP MOTOF

I I I I CB

I I I I

I I I I

! 1 SCALE : 0 1 2 5 4

I I PUMP P-48358

I I START PERMISSIVE

1 IIY bnan UP U~Y M I I U I Y I I I IYIHIIIUU ~r ~ L U A Y A OIL- uu Y Y I ~ I I V V \ J - L - v v u r u a r v r r r v v I I I I I , ~

) WorleyParsons-Arabian Industries (JV) Contract No.:C3110606 Job No.: P A I P O O ~ O ~

I I CB

I I

TO

R~

P-48358 "START"

SLUDGE PUMP

MOTOR

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION I ~ s c m p x o , : P - 48 3 5 7 /5 8 1 TIT L T L C I ~ nn n n ~ n ~ m m x m ~ r ~ n r n n ~ T D ~ ~ 1 x 1 ~ C U A T T DP PPMT TA P ~ A C T A T ~ F C T C N ~T~'T~' IPT~' 18-112-2657/58 (SLUDGE OIL TRASFER PUMPS)I *O 1 N 'M D Q ~ 1 ' 6531

DATE APPROVED BY

- DESCRIPTION

sm AREA : NIMR SLUDGE PIT NO. 05 #% I j ---- / 'zv ~etro~eurn Development ~ m a ~

B.I.NO. PROlEtiG s p ~ c p ; DRWG.TYPE : R TU FU N C TI ON AL LOG 1 C D 1 A '2 R A M DRN I AREA / EN. / SERIAL I 1 pRU I PDO APPROVAL CODE SECT NUMBER WOE SIZE

I -

I I I IE I REF. No. I R TU IREF. No. I OUTPUT

48-LIZA-1450 T-4833 OXYGEN NRD+ , - - - - . . . - -, . I SCAVENGER DO SIN^^- ' I

TANK LEVEL HIGH n N O T E - I

2 3 4

oRwG.mE : RTU FUNCTIONAL LOGIC DIAGRAM

WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAlP00405

48-LIZA-1450 I I 48-LIZA-1450 I I 48-LIZA-1450

P-48359 HEALMY

I 1 T X

RESET REQUIRED LOCAL

(NOTE-1)

I I

NRPS SCADA

NRPS SCAOA

-1 I I I

T-4833 OXYGEN SCVRENGER DOSING TANK LEVEL

-

:, ~~

I I -

I I -

ALARM

ALARM

,4833 OXYGEN 2 I I SCAVENGER DOSING

I I TANK LEVEL LOW - 48- - 0 T- 4 E N '! i l - TANK LEVEL LL I SCAVENGER DOSING

I I I I I

- & FIELD

T-4833 OXYGEN SCAVENGER DOSING TANK LEVEL LOW

T-4833 OXYGEN 48-LIZA-1450

TANK LEVEL LL SCAVENGER DOSING

REMOTE - RESET REQUIRED I I

(NOTE-1) I I

P-48360 HEALTHY

I I - flELD

-

I I I I

2 F b I I

--

& I I REMOTE RESET I I

I I I I I I I I

@=

Tx

W

I I I I

48-PIZA-1518

&%A"GM PRESS.

8- S-266 9 LOCAL RESET

I I _

48-PIZA-1519 I I I I

-~~-P IZA- I 51 9 I I P-48360 >.H H I I -- DIAPHRAGM PRESS. I I

I I P-48359 ~ ~ ~ ~ ~ ~ ~ p ~ E s s . I I

I I I I I IE I REF. No. I R TU IREF. No. I OUTPU- 1 t

P-48359 START ACTIVAED I @ i l - f ; - P-48359 FAILED (NOTE-1) I I I t=20 Sec I I I & 3-L 021

I I t=5 Sec

'IELD \ RUNNING C - t

I I I 9 I I t-10 Sec

START STAND BY PUMP P-48760

P-48359 DISABLE

D,w,.mE : RTU FUNCTIONAL LOGIC DIAGRAM

MASTER DRAWING REVISION

S 48-HS-2229 PUMP P-48359/6

I I I I 'lELD t P-48359 i 1 1 @ / OPLRAnNC MODE K

I I OPERATING MODE O

I I I I

P-48360 i @ 1 OPLRADNO MODE

I I I I I I I I I I I I I I I I

OPERATlNG MODE

I P-48359 START ACTIVATED

I I I I - I

IE 1 REF. No. 1 R TU [REF. No. I OUTPU'

P-48360 HEALTHY

P-48360 DISABLE

P-48360 START ACTIVATED

P-48360 START PERMISSIVE

P-48360 NOT STOP

&J4+e-4.q.+ , : NIMR PRODUCTION STATION 1 01 -

--- ' Petroleum Development Oman

DESCRlPllON B.I.NO. ..o,w. spEc,~+G. D R W C . ~ E : RTU FU NCTl ON AL LOGIC Dl AGR AM DRw/ ,. 1 EN. 1 ,, 1 _- 1 pR, /D,lREv,

REV DATE CODE SECT NUMBER CODE SIZE onn *waovr\$

I I I , - - . .. . . .- . . .- , L

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION DEsculPnoN : 48 -UZ -2657 P-48360 (OXYGEN SCAVENGER DOSING PUMP) NO NIR 5 6531 021 DQ 3 A IN CASE O F DEVIATIONS MARKED U P PRINT SHALL B E SENT TO C_OASTAL DESIGN OFFICE


I I I I

IF I REF. No. I R TU (REF. No. I OUTPU-

I I I I I I I I I I I I TO

PUMP MOTOR

CB

I I START

PUMP P-48359 -- I I START PERMISSIVE

TO PUMP MOTOE

CB

I I PUMP P-48359

NOT STOP - STOP

PUMP P-48360 START PERMISSIVE

I I I I - I I I I I I I I I SCALE : CAD DRAWIlr

P-48359 "START"

I I I I

P-48359 STOP"

TO PUMP MOTOF

CB

I I TO

I I I - I I

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION DEscRbPmoN :48-UZ-2657 P-48359160 (OXYGEN SCAVENGER DOSING PUMP) NO NIM 5 6531 022DQ 3 C IN CASE OF DEVIATIONS MARKED UP PRINT SHALL B E S E N T TO COASTAL DESIGN OFFICE


I I

PUMP P-48360 P-48360

NOT STOP -

"STOP" PUMP

MOTOI

I I - STOP CB

D C S FUNCTIONAH, LOGIC IDHAGRAMS

NOTES -

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.

2) THESE FLD'S ONLY SHOW SCADA CONNECTIONS WHERE THESE ARE RELATED TO FUNCTIONAL SCOPE OF ' DQ' PROJECT

LOGIC WITHIN THE DCS. SEE DOCUMENT No. NIM-5-5606-001- TELEMETRY POINT LIST. WBS NO.: NIM.IN.09.011

I PROJECT DRAWING REVISION I m. ASD AS BUILT UP10 IT C FEB'02 QUILT FOR PROJ.3R B JUN'OI AS BuI~? . , , a , . , * - - A

REV DATE APPFS'-- I I i pRoJ.ENc. i - . E J D a i h w E :DCS FUNCTIONAL LOGIC DIAGRAM I --,,- I ...I qvlu I ~ T ~ p R o J ~ D w G ~

e . CODE SIZE I I ' -- ^' 'I.-.-- I - - . . - - - . . - - - I I I I

NOTES/REFERENCE DRAWINGS MASTER ... " a " - A- --.-.-.-.7- .,....-n 7,- T.T....," " V 7 . T . m" "TT.7,

-, - DRAWING REVISION LlESCRlPTiON : VkK SH k. k 1

NO NIM 5 6079 001 DQ 3 A I IN L A ~ L ur U L V I A I I U N ~ MAKUU u r ~ K I N I ALL DL DLNT TO COASTAL DESIGN OFFICE


mw.nw : DCS FUNCTIONAL LOGIC DIAGRAM

WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAIP00405 WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAIP00405

IR JTS ' REF ' I NR. I DCS LOGIC OUTPU I I I I NOTE 3 NOTE 4

I NOTES :- 1. I !&L!.& DEFINITIOh!

I 1 VALVE CLOSED ) 2 VALVE OPEN

TRAVELLING TO CLOSED STATE 2)

I : TRAVELLING TO OPEN STATE 3)

1 5 FAULT COND. VALVE SHOULD BE CLOSED BUT FEEDBACK IS NOT CORRECT. (NO CLOSED SIGNAL, NO OPEN SIGNAL)

4)

1 6 FAULT COND. VALVE SHOULD BE CLOSED BUT FEEDBACK IS NOT CORRECT.

I (OPEN SIGNAL AND NO CLOSED SIGNAL) 5)

7 FAULT COND. VALVE SHOULD BE CLOSED BUT FEEDBACK IS NOT CORRECT. I (CLOSED AND OPEN SIGNAL BOTH)

FAULT COND. VALVE SHOULD BE CLOSED BUT FEEDBACK IS NOT CORRECT. I (OPEN SIGNAL WlTH NO CLOSED LIMIT SWITCH CONFIGURED)

1 9 FAULT COND. VALVE SHOULD BE OPEN BUT FEEDBACK IS NOT CORRECT. (NO CLOSED SIGNAL, NO OPEN SIGNAL)

1 10 FAULT COND. VALVE SHOULD BE OPEN BUT FEEDBACK IS NOT CORRECT. I (CLOSED SIGNAL AND NO OPEN SIGNAL)

STATUS WORD (NOTE 1 )

I I I I I I I I I I I I I I

BLOCK NAME TO BE UZXXX REPRESENTS VALVE STATUS INDICATION ON DISPLAY (VALVE SYMBOL GREEN WHEN OPEN. YELLOW WHEN CLOSED) REPRESENTS FAIL ALARM INDICATION ON DISPLAY (VALVE 'SYMBOL RED) AND ALARM IN ALARM-LOG. 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

I I

GDEV BLOCK

NOTE 2

STAIND

SGS

" I I

I I 11 FAULT COND. VALVE SHOULD BE OPEN BUT FEEDBACK IS NOT CORRECT. I I (CLOSED AND OPEN SIGNAL BOTH) I 1 12 FAULT COND. VALVE SHOULD BE OPEN BUT FEEDBACK IS NOT CORRECT.

I I

I - - -~ -

(CLOSED SIGNAL WlTH NO OPEN LIMIT SWITCH

2 5 4

m v C . r v E : DCS FUNCTIONAL LOGIC DIAGRAM


I I + i I

I I I I I I I I

- - - - I I

0

0

-GBS-

w L ~ ~ U ~ o s m

M

" SCAD' (SL)

L

C

-UZ- OPEN CLOSE

co$AND

--- -GBS-

N ~ Y V ~ ~ P E N --

-UZ- VALVE STATUS

SYMBCILS DESCRIPTION REMARKS

€== MANUALLY OPERATED CONTROL g y PUSHING

1 I -- CROSSING OF SIGNAL PATHS T I =Pt A N D .* SIGNAL LINE JUNCTIONS

J== MANUALLY OPERATED CONTROL ~y ROTAnNG

TRANSFER INDICATOR OF RESET NTH e, g. SPRING RETURN SIGNALS TO ANOTHER SHEET RESTRICTED ACCESS

SHEET-xx SHEET-yy

LOCKING DEVlCE e. g. KEYLOCK FOR MAINTENANCE OVERRIDE SMTCH (MOS) TRANSFER INDICATOR OF

o AUTOMATIC RESET @ SIGNALS ON SAME SHEET

I+ SPRING RETURN MOMENTARY CONTACT PUSH BUTTON -

A CCP DCS F FLD I FB MOS OC

ALARM CENTRAL CONTROL PANEL DISTRIBUTED CONTROL SYSTEM FlRE FIELD INTERFACE BOX MAINTENANCE OVERRIDE SWITCH OPERATOR CONSOLE (ESD PANEL)

DELAYED TURN-ON OUTPUT ( SLOW OPERATING ) When signal = 0, the alarm indication i s "on"

(When signal = 1. the alarm Indication af ter acknowledgement, is "off")

DELAYED TURN-OFF OUTPUT ( SLOW RELEASING )

00s = OPERATIONAL OVERRIDE SWITCH RCT = RELAY CABINET RML = REMOTE MANIFOLD LOCATION ROV = REMOTE OPERATED VALVE RTD = RESISTANCE TEMPERATURE DETECTOR

-I ONE SHOT OUTPUT t =a -b When signol = 1, the s ta tus indication is "on"

(When signal = 0, the lndlcation is "off")

SYMBOLS DESCRIPTION REMARKS RTU = REMOTE TELEMETRY UNIT SCADA = SUPERVISORY CONTROL AND DATA AQUlSlTION SK = SOFTKEY SL = SERIAL LINK SGS = SAFEGUARDING SYSTEM S/D = SHUTDOWN TC = THERMOCOUPLE INPUT

FUNCTIONAL 'INPUT LOGIC X PHYSICAL CONDITION CORRESPONDiNG ELEMENT TO A LOGICAL '1' AT a

SERVICE Y E T E P RELATES THE BINARY STATES Y PHYSICAL CONDlTiON CORRESPONDING OF THE FUNCTIONAL INPUT TO A LOGICAL '0' AT a LOGIC TO AN EXTERNAL PHYSICAL CONDiTION

FUNCTIONAL 'OUTPUT LOGIC ELEMENT

X PHYSICAL CONDITION CORRESPONDING TO A LOGICAL '1' AT b

Tx = TRANSMITTER (4-20 m A ) UCP = UNIT CONTROL PANEL (INST.AIR COMPRESSOR)

(b) WI SERVICE

RELATES THE BINARY STATES Y PHYSICAL CONDITION CORRESPONDING OF THE FUNCTIONAL OUTPUT TO A LOGICAL '0' AT b LOGIC TO AN EXTERNAL ZZ IDENTIFIES INPIJT/OUTPUT TYPE 1.E.-M.Tx ETC. PHYSICAL CONDITION

VF = VOLT FREE CONTACT

BSP = BURNER START PANEL (HEATER)

GFS = FlRE AND GAS PANEL

\ I V W V - -

[AS BUILT FOR PROJECT ~ 7 1 96.8981 - a ,. , rn Petroleum Development Oman "TIONAL LOGIC DIAGRAM DRW AREA ENG SERIAL SHEET PROJ DWG R ~ y

coo€ SECT NUMBER CODE SIZE I I I I I I I 8 ---. , - ,--- I I I

NOTES/REFERENCE DRAWINGS MASTER C

~ = I - A 1-1 u A :PRODUCTION STATION

1 PROJ.ENG. 1 SPEC.ENG. 1 TYPE : k U N 1 PDO AI)I)ROVAL

-- IRAWING REVISION

IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE NO NIM 5 6079 020 DQ 3 A


I I I I

II TS 1 REF NR. I DCS LOGIC 1 REF NR. I 0Ul-F"

I I I I I I I I

48-GBS-2660 I

N) T-4807

I I

INLET VALVE 0

OPEN I I -7

I I I I I I I I I I I

I I SCALE : -

I I I I

REFER TYPICAL ARRANGEMENT

SHEET-01 9

48-685-2660

REV

I N)

I I T-4807 INLET VALVE CLOSED

NOTES/REFERENCE DRAWNGS IN CASE O F DEVIATIONS MARKED UP PRINT SHALL B E S E N T TO COASTAL DESIGN OFFIC

DATE

SCAOA (SL)

I I

SCS :SL)

APPROMD BY

I I I I I 1

L-

48-UZV-2660 T-4807 INLET VALVE STATUS

48-GBS-2660 T-4807 INLET MV. O/C COMMAND FOR MONITORING

I I O I I

1 I

AL LOG AGRAMS

- - - . - - - - - SCOPE OF ' DQ ' PROJECT APPROVED FOR WBS NO.: NIM.IN.09.011 I t .4 I CONSTRUCTION

D R W G . ~ : SGS FUNCTIONAL LOGIC DIAGRAM

DEscRlPaoN :COVER SHEET

WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAIPO0405

DRWG.lWE :


I 11 'JTS i R~ N . i SGS LOGIC ; R E F NR. OUTPL

OC

OC

MOS-1000 MOS FOR

MOS-3000 MOS FOR

OC

-- I I

MOS-4000 MOS FOR

OC

I 1. SIGNAL FROM EACH MOS KEYSWlTCH (IN ESD PANEL) TO BE 2. FEEDBACK SIGNAL FROM SGS LOGIC FOR EACH MOS KEYSWITCH

MULTIPLIED IN SGS AND COMBINED WlTH INDIVIDUAL MOS ACNAnON TO BE HARDWlRED TO ASSOCIATED LAMP IN ESD PANEL. I I SIGNALS (GENERATED FROM OCS) FOR EACH TAG AS DETAILED I IN INDIVIDUAL SHEETS.

1 1/5/10

I I I I

MOS-6000 MOS FOR HEATERS/

MOS-7000 I I

- -

~~~~~~~~~~~~~~Arabian Industries (JV) Contract No.: C3110606 Job No.: ~ ~ 1 ~ 0 0 4 0 5

2/5/16 1

'iF

I I I I

OC

I I

I I

I I I I NOTE 2 -

TRAIN 3 48-UZ-003

1 1 5 / 5 / 9 6/1/12 1 I TRAIN 4 48-UZ-004

I , 7/6/4 I -

MOS FOR CPI SEPRS./

TRAIN 1 48-UZ-001

-

I I

, 4/5/7 I

I I I I NOTE 2

NOTE 1

WATER DISP.PUMPS- 48-UZ-007

1 1 9 / 6 / 4 5

I I I I -- NOTE 2

MOS-2000 I I I I

OC MOS FOR I 1 3/4/9 3 / 6 / 1 1 @ TRAIN 2

I 48-UZ-002 I I I I

I I I I NOTE 2

I

'

I I 8/6/10 ,

l O / l / l I

NOTE 1

MOS-5000

HTG. MED. CIRC. PUMP 48-UZ-006

I I I I I I I I

NOTE 2

-

NOTE 1

5/1/13 , I I

I I

NOTE 1

I

. I I I I

I I I I NOTE 2 P

OC

I I I I NOTE 2

I 1 6/4/1

I I MOS FOR DEGASSING TRAIN / MISC. EOPMT. 48-UZ-005

--

NOTE 1 6/8/5 1 I

1 I

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 I REF ' SGS LOGIC I NR. 1 ; REF NR. ; OUTPL

FLD

I I I I OCS (SL) I I I (

48-PDIZA-1523 I - 01 FU) DP ACROSS 1

I I I I - I I

WorleyParsons-Arabian Indus t r i es (JV) Con t rac t No.: C3110606 Job No.: PAlP00405

48-HS-2230 flEU> RESET

I I

ON

TX 48-UZV-2660 -

I I I

ON

48-MOS-5999

- I I

- L

I

TRAINS A.B.C,& D ESD

I I I I

I I I

I >I -

I I I I -

- I I I I

DESCRlPTlOEl n R w c . m E : SGS FUNCTIONAL LOGIC DIAGRAM

REV

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION DESCRIPT~ON :SLUDGE OIL TANK T - 4 8 0 7 48-UZ- 2659 NO NIM 5 5 5 8 8 0 5 3 0 0 3 A IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO ICOASTAL DESIGN OFFICE

-

DATE

48-HBZA-272

DCS FIELD RESET (SL)

I I I

BY

I I 48-UZV-2660

& VW FLD L_ O T-4807 -

INLET ESD VALVE

. OPEN/CLOSE

I I .

48-UA-050 HH T-4807 LEVEL I I

I I

DCS (SL)

1 I I

61

I I I I

48-PDIZA-1523 DP ACROSS

48-UZV-2660

1 1 I

I I MONITORING

DCS (SL)

O 48-UZV-2660 OPEN/UOSE COMMAND FOR

IE 'JTS Rv N . i SGS - LOGIC ; REF NR. ; OUTPL I I 1 I 48-GBS-371

I I I I P-4828 RUN

I PUMP RUNNING

DCS (SL)

DCS (SL)

DCS (SL)

DCS (SL)

I I 48-LZA-050

I I I I -

I I I 48-PZA-201 I P-4828 DlSCH

FLD

FLD

DCS (SL)

IFB

48-UA-050 T-4807

DCS (SL)

48-PDZA-213 I I I I 48-PDZA-213

48-GBS-371 P-4828

LEVEL 48-LZA-050 HH

48-MOS-5090 ON I

RUN I I I , 4/4/16

I vF PUMP RUNNING

I INHIBIT P-4829 RUN I I I I I I

I PRESSURE I 1 4/5/23

I vF

DCS (SL)

R D

I I 48-MOS-5090 ON

I I I I

I I I I - I I l6"5"6" 1 I I I 1 -1 I I

DCS (SL)

48-MOS-2026

4 -PZA-201 P84828 DISCH. PRESSURE

LUBE OIL FILTER DIFF. PRESSURE

I a 8 , 48-MOS-2000 I SHT. I

01 8

I 1 4/6/17 '" I I

-

ON

LUBE OIL FILTER DIFF. PRESSURE

I I I I I I - I 1 1 ON 48-MOS-2026

It' 'JTS ' REF ' I NR. I SGS LOGIC i R E F ; N R. OUTP I ; 1

48-US-287. 48-UZV-2355

48-HBZA-272 OC DEGASSING TRAIN

48-XZ-337 STATION ESD SYSTEM SHUTDOWN


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


SUE AREA : NIMR SLUDGE PIT 1 ~ o . o ~ dB r j --- 'g' Petroleurn Development Oman

R N DATE APPROED DESCRlPllOIl E.I.NO. PROJENC SPECENC. DRWC.TWE :INSTRUMENT LOOP DIAGRAMS

D R ~ AREA ENG SERIAL SHEET PROJ DM: REV BY PDO APPROVAL CODE SECT NUMBER CODE SIZE

NOTES/REFERENCE DRAWINGS MASTER DRAWGG REVISION '

- DEscR,,noN :REVISION/INDEX SHEET

IN CASE OF DEVIATIONS MARKED U P PRINT SHALL B E S E N T TO COASTAL DESIGN OFFICE NIM 5 4745 002DQ 3 A

REV

Wor leyParsons -Arab ian Industries (JV) C o n t r a c t No.:C3110606 Job No.: PAIP00405

REV D

--

REV B REV E


DATE

REV 0

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

REV C DESCRIPTION

COVER SHEET

REVlSION/INDEX SHEET

SPARE

SPARE

SPARE

48UA-1447

48UZA-1448 -- 48TIA-1468

48Fl-1414

SPARE

SPARE

48UZA-1451

48UA-1452

48PIZA-1516

48POIA-1520

48PDIA-1521

SPARE

SPARE

SPARE

48XZA-2342

48XZA-2343

48HS-2219A/B

48HS-2658

48HS-2220A/B

48HS-2660

SPARE

SPARE

48XA-4106

SPARE

48HS-2661A/B

48HS-2662A/B

48HS-2663

48HS-2664

SPARE

REV A

SEPT '11

SEPT '11

SEPT '11

SEPT ' l l

SEPT '11

SEPT '11

SEPT'11

SEPT '11

SEPT '11

SEPT '11

SEPT '11

SEPT '11

SEPT '11

SEPT '11

SEPT '11

SHEET

001

0 0 2

0 0 3

0 0 4

005

006

0 0 7

0 0 8

0 0 9

01 0

01 1

012

013

014

015

016

017

018

019

0 2 0

021

0 2 2

0 2 3

0 2 4

0 2 5

0 2 6

0 2 7

0 2 8

0 2 9

0 3 0

031

0 3 2

0 3 3

0 3 4

DRAWN BY

REV 0

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

MAY '11

I JENc - CHEWED

REV A

SEPT'l1

SEPT '11

SEPT '11

SEPT.'11

SEPT '11

SEPT.'ll

SEPT'I1

SEPT.'11

SEPT.'11

SEPT.'11

SEPT.'ll

SEPT. '~~

SEPT '11

SEPT.'11

SEPT.'11

SEPT'11

SEPT.'11

SEPT '11

SEPT'11

SEPT.'ll

SEPT'l1

SEPT.'11

REV D REV E DESCRIPTION

48LICA-1449

48LIZA-1450

48PIZA-1518

48PIZA-1519

48P1-1522

48fl-1415

CONNECTION BETWEEN CI SKID & RTL

48HS-2664A/B START/STOP




48GB-2656 RUNNING INDICATION

4808-2657 RUNNING INDlCATlON

4868-2658 RUNNING INDICATION

4808-2659 RUNNING INDICATION

DESCRIPRON

REV B SHEET

035

036

037

0 3 8

039

0 4 0

041

042

0 4 3

0 4 4

0 4 5

046

0 4 7

0 4 8

049

0 5 0

051

0 5 2

0 5 3

0 5 4

0 5 5

056

0 5 7

0 5 8

059

0 6 0

061

062

0 6 3

064

065

066

0 6 7

0 6 8

REV C

E l NO

--

PROJ ENC SCNANRE

P D 0 APPROVAL

Petroleum De ~ W G . T Y P E :INSTRUMENT LOOP DlAGR

DESCRlPllON :

WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAIPOO~OS

SHE' -TR 48-RTU-0001

FIELD

48-JBE-6909 TBA-XX XX

X X F

INSTkddENT JUNCTION BOX

110 TYPE : Dl

XX

- -

8-E-2717

CTRL : XX RACK : XX CARD TYPE : Dl SLOT NO. : XX CHANNEL : XX

-4 48-E-6909 1

TEA-XX I/O TYPE : Dl

6G A 6BN I 1 - CARD lYPE : Dl

- SLOT NO. : XX CHANNEL : XX

4 48-E-6909 1

SHET 'YR 48-Rlb-0001

I

FIELD

D R W . ~ E : INSTRUMENT LOOP DIAGRAMS

DESCRlPTiON :


INSThdMENT

48-HS-2220A

48-JBE-6909

I

JUNCION BOX

TEA-XX XX

I/O TYPE . 01

XX

---- --


DRWG.WE : INST.LOOP DIAGRAMS

Worleyparsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAIP00405

TEA-XX 1/0 TYPE : Dl - XX CTRL : XX XX RACK : XX - CARD TYPE : Dl - SLOT NO. : XX

CHANNEL : XX

4 48-E-6910 1

&pG7G5 2. SUB AREA : NIMR SLUDGE PIT -. Y

1. XX-SYSTEM DETAILS AWAITED. - Petroleum Development Oman 2. FOR CABLE SCHEDULE REF.

REV DATE ~ p p ~ o ~ DESCRIPllO1.I B.I.NO. PROJ.ENG. SPECENG. DRWG.WE :INSTRUMENT LOOP DIAGRAMS AREA ENC SERIAL SHEET PROJ DWC

REV,

DWG. No. 5-5044-XXX-DQ BY PDO APPROVAL CODE SECT NUMBER CDDE SIZE

NOTES/REFERENCE DRAWINGS MASTER DRAMllNG REVISION DEscRlpnoN : 4 8 H S - 26 6 1 A/B IN CASE OF DEVIATIONS MARKED UP PRINT SHALC BE SENT TO COASTAL DESIGN OFFICE P - 4 8 3 5 9 LOCAL START/STOP NIM 5 4 7 4 5 030DQ 3 A

SHE! 'R 48-RTU-0001

FIELD


INSTRUMENT

48-HS-2661 A

JUNCION BOX

48-HS-2662A 48- JBE-6910

VENDOR INST.CONTRACTOR

VENDOR INST.CONTRACTOR I / --+-I

PB

t I I I I - 7 1 SUEAREA :NIMR SLUDGE PIT I NO. 0 5 1 be& 4 U bchce+.d.Os;j I

TBA-XX -

I I- I' v--.

1. XX-SYSTEM DETAILS AWAITED. - I 'AL~ Petroleum Development Oman

2. FOR CABLE SCHEDULE REF. REV DATE APPROMD DESCRlPnOEl E.1.NO.

PROJ.ENG. I SPEC.ENG. DRWG.WE :INST.LOOP DIAGRAMS DR\K: AREA ENG SERIU SHEET PROJ DWG REV

DWG. No. 5-5044-XXX-DQ BY PDO APPROVAL CODE SECT NUMBER C W E SIZE

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION DEscRlpno~ : 48HS-2662A /B /CTnP NIM 5 4 7 4 5 031 DQ 3 A I IN CASE OF DEVIATIONS MIIARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE -- P - 4 8 3 6 0 LOCAL START,

WorleyParsons-Arabian Industries (JV) C o n t r a c t No.: C3110606 Job No.: PAIP00405

I/O TYPE : Dl

TBA-XX I/O W E : 01 - XX CTRL : XX

-- CARD TWE : Dl - SLOT NO. : XX

CHANNEL : XX

-4 48-E-6910 ]

48- JBE-6910

XX XX - -

n - 0 7 -

v y_ ----- 08

SH -


I y

--A 48-E-6910 1

TBA-XX I/O TYPE : Al XX XX CTRL : XX XX XX R A W : XX - CARD WE : AI - SLOT NO. : XX

CHANNEL : XX


SHJ 'El3 48-RTU-0001

FIELD INS1 KLIMENT JUNCTION BOX

-- I I I I I b V Petroleum Development Oman 2. FOR CABLE SCHEDULE REF

REV DATE APPROMD DESCRIPTION B I NO PROJENC 1 SPECMG DRWGWE INSTRUMENT LOOP DIAGRAMS DRW AREA ENC SERIAL SHEET PROJ DWG REV

DWG NO 5-5044-XXX-DQ BY PDO ~PPROVAL CODE SECT NUMBER CODE SIZE

NOTES/REFERENCE DRAWINGS MASTER DRAVllNG REVISION o ~ s c ~ l P n o N INST.CONNECTION BETWEEN IN CASE O F DEVIATIONS MARKED U P PRINT SHALL B E S E N T TO COASTAL DESIGN OFFICE C I SKID & RTU HIM 5 4745 045DQ 3 A -

FIELD INSTRUMENT


SHT 'El? 48-RTU-0001 1

SHELTER OUTDOOR DlSTRlBUlON BOARD (BY ELEC.) 48-RTLJ-0001

START COMMAND X- X TEA-XX 1/0 TYPE : DO - X X XX CTRL : XX

- - CARD TYPE : XX - SLOT NO. : XX

(BY ELEC)

1 I CHANNEL : XX

DRWG.WE :INSTRUMENT LOOP DIAGRAMS

X-X 03 - 0 4 -

STOP COMMAND

TBA-XX

XX

LV-48-6075 1 (BY ELEC)

1/0 W E : DO

XX

- --

CTRL : XX RACK : XX CARD WE : XX SLOT NO. : XX CHANNEL : XX

SUB ARE* : NIMR SLUDGE PIT 1. XX-SYSTEM DETAILS AWAITED. - neveIopment oman

SHELTER

- . - - - - - --

2. FOR CABLE SCHEDULE REF. REV DAE AppPoMD DESCRlPTlOli B.I.NO.

PROJ.ENC. I SPECENC DRWC.WE . INSTRUMENT LOOP DIAGRAMS DRW AREA ENC SERIAL SHEET PRW DWC REV

DWG. No. 5-5044-XXX-DQ BY PDO APPROVAL I CODE SECT NUMBER CODE SIZE A m I a n h?.?.-r r I- I I

OUTDOOR DISTRIBUTION BOARD (BY ELEC.)

X-X

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION DESCRIP~ON : 4s- H b- L b b 3H / IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO-COASTAL DESIGN OFFICE P-48359 PUMP STOP/START NlM 5 4745 051DQ 3 A


48-RTU-0001

START COMMAND

TBA-XX - - X X

t/O W E : DO

LV-48-6071 I (BY EEC)

STOP COMMAND

XX

xx - -

CTRL : XX RACK : XX CARD W E : XX SLOT NO. : XX CHANNEL : XX

SHELTER

I START COMMAND

1

I STOP COMMAND

O~TDOOR DlSTRlEUTlON BOARD (BY ELEC.)

X- X

48-RTU-0001

TEA-XX X X -=

: NIMR SLUDGE PIT SUB AREA / NO. 05 $:* 5 1. XX-SYSTEM DETAILS AWAITED. - ' b Petroleum Development Oman 2. FOR CABLE SCHEDULE REF.

RN DATE APPROMD DESCRIPnON B.l.NO PROJ.ENG. SPECENG. DRW.MPE :INSTRUMENT LOOP DIAGRAMS DR% AREA MG SERIAL PROJ OW

DWG. NO. 5-5044-XXX-DQ BY PO0 APPROVAL CODE SECT NUMBER CODE SIZE

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION DESCRIPTION : A 8 - U C - 7 K K n A /R I I I

IN CASK O F T)RVIATTONS MARKED TTP PRTNT SHATJ, R E SRNT TO COASTAT, nRSTGN OFFICE I

X-X

-


+~v-48-6067 I (BY nrc)

I/O PIPE : DO

TEA-XX - XX

- X X F

XX

- -

CTRL : XX RACK : XX CARD TYPE : XX SLOT NO. : XX CHANNEL : XX

----I LV-48-6067 I (BY ELEL)

I/O WE : DO

- xx

- -

ClRL : XX RACK : XX CARD PIPE : XX SLOT NO. : XX CHANNEL : XX

I START COMMAND

SHELTER

4-1 (BY ELEC)

UdTDOOR DISTRIBUTION BOARD (BY ELEC.)

STOP COMMAND

48-RTU-0001

X-X TBA-XX 1/0 TYPE : DO' XX XX CTRL : XX

- CARD TYPE : XX - SLOT NO. : XX

CHANNEL : XX

-4 LV-48-6063 1 (BY aEC)

2. FOR CABLE SCHEDULE REF. REV DATE DESCRlPnON 8.I.NO.

PROJ.ENG. I SPEC.ENG. DRWD.TWE :INSTRUMENT LOOP DIAGRAMS OR^ AREA EN0 SERIAL PROJ DWC

DWG. No. 5-5044-XXX-DQ BY PDO APPROVAL CODE SECT NUMBER CCWE SIZE

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION DEscR,p,oN : 48 -HS-2658A /B IN CASE OF DEVIATIONS MARKED U P PRINT SHALL BE SENT TO COASTAL DESIGN 0FFIL:E P - 4 8 3 5 7 PUMP STOP/START NIM 5 4 7 4 5 053DQ 3 A


1 SHELTER i OUTDOOR DISTRIBUTION BOARD (BY ELEC.)~ t- 48-RTU-0001

t-4-1 (BY ELEC.)

RUNNING INDICATION X-X TBA-XX 1/0 TYPE : Dl

1 I\ XX XX CTRL : XX

RACK : XX

DRWG.TIPE :INSTRUMENT LOOP DIAGRAMS


- -

CARD TYPE : XX SLOT NO. : XX CHANNEL : XX

RUNNING INDICATION

SHELTER OUTDOOR DISTRIBUTION BOARD (BY ELEC.) 48-RTU-0001

x- SHELTER 1

RUNNING INDICATION

CARD WE : XX SLOT NO. : XX

OUTDOOR DISTRIBUTION BOARD (BY ELEC.) 48-RTU-0001

SUMMARY OF INSTRUMENT

INSTALLATION MATERIALS

I I APPROVED FOR I

I PROJECT DRAWING REVISION I

CAD DRAWIN


SUBAREA :N IMR SLUDGE P I T NO. 05 4 ' (j kk DRWG.MPE : INSTRUMENT INSTALLATION MATERIALS

,RIpmoN : COVER S H E E T


DRWG

NO

AREA CODE

ENG SECT

NIM 5 4737 001DQ

SERIAL NUMBER

4

SHEET

A

PROJ CODE

DWG SIZE

REV.

I I I I I I


s u ~ AREA : NIMR SLUDGE PIT NO. 05 i#b 5 '3' Petroleum Development Oman

DRWG.TYPE : INSTRUMENT INSTALLATION MATERIALS

,31pmw : REVISION/INDEX SHEET

--- 1

REV. E SHEET

0 0 1 002 003

I REV. 0

DEC.'IO D E C . ' ~ ~ DEC.'10

I REV. C

I

- -

- - -

REV. D I

DESCRIPTION

COVER SHEET RE\JSION/INDEX SHEET SHYMARY OF INSTALLATION MATERIALS -

-

I REV. A

MAR.'^^ MAR.'^^ MAR.'11

DRWG

REV. B

NO

AREA CODE

REV. SERIAL NUMBER

ENG SECT

I

SHEET

A NIM 5 4737 002 D Q 4

PROJ CODE

DWG SIZE

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

THIS COMPLETE DRAMNG IS NEW AND FORMS PART OF SCOPE OF PROJECT WBS. No. NIM.IN.09.011

I


! I I I r h I I I I

I PROJECT DRAMNG REVlSlON

WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAIPOO405

REV DATE

NOTES/REFERENCE DRAMNGS MASTER DRAWNG REUSION IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFIC!E

NFWKD BY

rxscrc~nac :COVER SHEET

----.----

mm

m,

U K I

NIM 5 4743000DQ

FLUNG

WD m10VU.

3

SB- :NIMR SLUDGE PIT ImO5 warn :INSTR. ENGlNNERlNG DATA SHEET

A

kp&Zuap

*A & C h* Petroleum Development Oman

, = 1-I,, COOEsm _

I I I I I 1 I I j ( :NIMR SLUDGE PIT

#,&* J&UUg3& Ma05 =@a ..

qbv Petroleum Development Oman

ROI DATE WAw -LIJPXi a ENG. SIMAWE -m. : 1NSTR.ENGINEERING DATA SHEET mw - 1 1 mu 1 -1-

c€sxwxN B I NO warn, PDOCPPROVAL COOE SECT N- QaEsaE

PROJECT DRAWING REWSION v c w : REVISION/INDEX SHEET NO NIM 5 4743 001 DQ 3 A

IN CASE OF DEVIATIONS A MARKED UP PRINT SHALL BE SENT M THE PROJECT ENGINEER

WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAlPOO405

Data Bheet f

MISCELLANEOUS lP\ .UMENTS

HS-2658

HS-2220

Tag No.

48-

HS-2219

PUMP P-48357 LOCAL RESET

HS-2660

Tag No.

4&

PEFS No.

NIM-1

HS-2219 2638-001-DQ

Mlscdlaneouo Instrument Descrlptlan

PUSH BUTTON

Board or

Local

L

Ssdce

PUMP P-48357 LOCAL START/STOP


HS-2661

Notes

1)

REST PUSH BUllON


HS-2662

Requlsltlon Sub-gr Sar. No

Fp/

-

PUSH BUTTON


HS-2663

-- l vvvrruvr - . . aupurwur u-u -1 EWCWE ,INSTR. ENGlNNERlNG DATA SHEET ImWI -1, I ,, I Xpl-Imlml Wa ncT NlIwER CODE SZE

-

RESET PUSH BUrrON

PUMP P-48360 LoCAL START/STOP

HS-2664

Manufactunr

-

- -

PUSH BUTTON


WorleyPa~.sons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAIP00405

Desaiptlan

Modd Typo

-

-

-

PUSH BUTTON


NOTES/REFERENCE DRAWNGS W CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT' M lCOASTAL DBIGN QFFICE

-

-

RESET PUSH BUTTON

-

-

-

RESET PUSH BUTTON ==k -

DESCSTOI :MISCELLANEOUS INSTRUMENTS

-

-

L

L

-

-

-

NO

L

L

1) 2)

1)

L

-

HS-2663 2640-001 -DQ

-

,

NIM 5 4743'01 oqDQ

HS-2658 2638-001-DQ

1)

1) 2)

HS-2220 2638-001 -DQ

1)

HS-2661 2640-001 -DQ

L

L

3

HS-2660 2638-001-DQ

A

1) 2)

1) 2)

HS-2662 2640-001 -DQ

-

HS-2664 2640-001 -DQ

Data Ih"t tor

MI? NEWS INSTRUMENTS D&pboo*Na: r Cmtr. Job NO. :

XZA-2343

I -1 ~ua - :NIMR SLUDGE PIT

XA-4106

P-48358 flRE DETECllON


P-48307/8 RRE DEALARM


M a M c r

Ror*

HEAT DETECT(lR

-- :INST. ENGINEERING DATA SHEET

mama :MISCELLANEOUS INSTRUMENTS

apP(W

-

Rqul&k+t Ha

RQ-5010

HOOTER

caw-nb

HEAT DETECTOR

lcq Ha

48- XZA-2342

R 6 n a i ~

1)

RQ-5010

mw

,

U d d N a m

-

- P-48357 FIRE DETECllON

Tcq Na

48- P E F S N a

NIM-1- XZA-2342

76.38-Ml-IK1

~c%l 1

Rmg. ol M poht

1 O R

-

-

=.

A - 1 1 mk 1 -1- WDE SCT N- mOE

NIM' 5'4743'150'DQ

-

Dw S P

3

-

1 O R

1)

1)

XA-4106 2638-001-W

XZA-2343 763R-Mi-00

I 1 Data h e s t fw 1

( Tag No. I

R-1414 PUMPS COMMON SLUDGE OIL DISCHARGE FLOW

Fl-1415 OXYGEN SCAVENGER SLUDGE OIL PUMPS COMMON DISCHARGE FLOW

1) PROCUREMENT NOT BY WAI, HENCE MNDOR DETAILS NO

I FLOW lNSTF?UML I I OPERATING CONDIll0N INSTRUMENTS

Gaa or Vopour Row Prlmary Element _ M L Wac. Components TAG No. Uquid at m w i Normal 0.0 Requisltlon D ~ a i p t l o n Range Une Orlflce Control Board $ spec. w&hg :amp. presa w3D @iflce Plate Sub-gr Manufacturer Slza Dlamstar Actlons w o 48-

grav. at tamp' C KPa(g) 013flce flange ser. NO Model Type & and/or e.g. Local wwkhg mPaa Tronsmltter Fp/5085 Sch. Matwlal P.I.D. PEFS No. tamp. Normal Maximum C"ntrdiw m3/d

MtA NIM-1- 0.93- 104- 25- 300- 140 154 TRANSMITTER RQ-5002 0-170 d/d 1) fl-1414 1.0 4660 50 3935 2628-001-W


sue rn :NIMR SLUGE PIT - hwlopment Oman

NOTES/REFERENCE DRAWINGS IN CASE OF DEVIATIONS MARKED UP PRINT SHALL B E SENT TO COASTAL DESIGN OFFICE

o ~ w a r r p ~ : INSTR.ENGINEERING DATA SHEET

m c r r :FLOW INSTRUMENTS

- NO

m swu. ,, z2 1 - 1 - 1 pRoJ cm

D w a m sn

NIM 5 4743350DQ 3 A


7 E N G u L N n m b o d c N a : PT htr . Job N a :

T-a fb.

4a- ....... UA-1447

4 Ihr fa UCLRCU 5 Ihr fa U U A 8 Ihr fa IJChurcA

asaaPnac : LEVEL INSTRUMENTS

& m ~ h 4 8 - T-a Na

P E F S H a

NIM-I- UA-1447 2633-an-Da

wau

srdw

SLUDGE PIT A-48307 LML

R U I ~

SLUDGE OIL

-n~a c40mo(s HSTRUI

* a HSxu 5

'qU" W5- de

9 1 3 loo0

Dmponnt. mzntr R- cmww

.tc

IiADAR & LML TRANSMITIER (NON CONTACT TYPE)

Nmnd

D

25- 50

1-d - l e ~

ATM

= PJD

-

Vrrl mm- ---

5-lW

R.lru- U ~ P

m/ RQ-5004

Rmcq dmmt Born(

& Rcdc a

1)

-urn Uodd w

-

h,,-

-

h i 8

MY Mqlaor

T ~ . lxh,

-

RW

-

Uatr(d

-

I I I I I WorleyParsons-Arabian Industries (JV) Contract No.: C31kl606 Job No.: PAIP00405

- O.sbd~nt(or DdinbtmkNa: V--

??SURE GAUGES mtr. ~ o b ~a : -

Z I h w ( o r P m d R - l m d 3 I h r (or PI.FRPC 4 I h r (or P W h W P b l I Ihn (or PIhPRhPWdCPbK: 6 Ihr (or PlChPRChPdhPdU 7 I h r (or PdChPaCI,

m c H :PRESSURE GAUGES

~nw)o

1)

1)

rag H a

48- P E F S N a

NIM-1- PG-1530 2638-001

-DQ

PG-1531 2638-001

-DQ

Tw Na

4&

PG-1530

PG-1531

QNRK O P E R A T P M r n , rRUua(T - - PUMP P-48357 DISCHARGE PRESSURE

PUMP P-48358 DISCHARGE PRESSURE

h a or

"r ,,- a?~% *mp

913- 1000

913- 1000

RJd

SLUDGE OIL

SLUDGE OIL

Nmnd

%

25- 50

25- 50

--b

FIG%- m%t,

mAGf

GOAGE

w- :E

Rtnoy.krmt w m fP

M a ) Kpa Cmbd .akn. P.1.D

- ~ o ~ d w w a

knm

L

L

Uat*hl

4500

4500

0

0

Uodd pmtrtd

u h . h Y m r

3935

3935

0-6000

0-6000

BOURDON

BOURDON

as4a?lm :PRESSURE INSTRUMENTS

L I h d ~ r t t m D . h r r b o & N a : r""-

' URE INSTRUMENTS cmt J& ~a : PAIW~JO

I I I I I I I I I I I I I I I I I I

PDIA-15211 DP-ACROSS FILTER I SLUOGE OIL 1 0.934 25- 1 0 I 10 1 100 b~ T R A N S M ~ RQ I 1 0-200 1 dp CELL ( SDSS I L 11) 1 PDIA-1521 1 3-48363 1 ! 1 5 0 1 1 1 1 1 5005 1 1 1 1 1 1 2638-001

I ! I I 1 L L ! I I I I

Tag Na

48-

PDIA- 1520

I I I I I I ! ]


.WENT

I Ihr ta R ~ P R ~ P ~ ~ P ~ C P ~ R C S U ~ - :PRODUCTION STATION I Ihr Ibr AChPRChPdhP6RA NCL 05 7 Ihr ta PdWdiCA -- ,INST. ENGINEERING DATA SHEET 'mw - 1 ma 1 mu. 1 -1- Dw m.

2638-001 -M

!i&

1) S-48362

- DP-ACROSS RLTER

~mponmt.

~lmzlttr Rc antmlr

aC

.AP TRANSMIITOR

-

reg Na

48- P E F S N a

NIM-I- PDIA-1520

RUM

SLUDGE OIL

BERAMCCQI , mqu- 'w ,"a"b..

RQ 10

m a u :PRESSURE INSTRUMENTS

50

a,.= - UW

Uquld- +bfJ%?

tmp

0.93-

N a n d

"

25-

sbkp.slm fR ~ p o ( o ) K P ~

NO

tbwhh"w

0

- Yau .p

a) g

0-200

Y h N o r m . U m r

10 1 100

MXX SECT NU~~ER an

NIM 5 4743 551 DQ an

3

~mary -t

A

Caw m t ! m m

P I D rk. p m t a

M-w-t=w

dp CELL

%ad or

1c-d or

kam

L

Ua*rkf

SDSS

Dablhrt* Tr A N R E INSTRUMENTS

I I I I I I ]

WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAIPOO405

D r l p l ~ N a : Cmtr. Jcb Na : M) 1351 I

TDp

4a-

IIA-1468

5 I h r h ThlRClK 6 ~ h - + nhm 7 ~lm + n c h m (S+n~hmlormul@ohtl l rndlR

mm : INST. ENGINEERING DATA SHEET

caamw :TEMPERATURE INSTRUMENTS

CDWUL

Snb

PUMPS P-48357/8 COMMON DISCH. lEMPERATURE

t(mnd - wo(d 300- 3935

FMd

SLUDGE OIL

(]PERAR(O OOnaTK*

""T- -Pal-b

h2lttr

-2-

TEMPRANRE TRANSMITER

uh

5

R m h

1)

TW Na

48- P E F S N a

NIM-1- llA-1468

2638-W1-DO

~ m r r

25

Rw+WUpn z!c EJ m/ RO-5~38

ym.

60

b a d u locd

N r t m

L

%@w CmM octlma

P 1 9

-..I

INS

Drrrbtla W - w L I I U *

! l

L

M

v

0-100C

t Uatr ld

NSTRUMENT NAMEPLATES

1) THE NAME PLATES TO BE SUPPLIED BY CONTRACTOR AS PER DETAILS PROVIDED &

TO BE INSTALLED AT SITE.


P D 0 APPROVAL

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

nR AWNC CAD L*"-.,AA.

s u e m u :NIMR SLUDGE PIT

DRwG.mE : INSTRUMENT NAME PLATES

DEsmlPmoN : COVER SHEET


I I I , I I I

I I NIM 5 4739 001 ~ ~ 1 4 1 A I I I I l l


1 SCALE : - CAD DRAWING AKtA

SUB AREA

WorleyParsons-Arabian Industries (JV) Contract Nc

:NIMR SLUDGE PIT NO. 05 #%A iJ

I I I I I

1.: C3110606 Job No.: PAIP00405

: INSTRUMENT NAME PLATES

, REVISION/INDEX SHEET


D R ~

NO

AREA CODE

ENG SECT

NIM 5 4739 002DQ

SERIAL NUMBER

4

WET

A

DWG SIZE

PROJ CODE

REV

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 TYPE B

Engraving : Tog number only - 13 characters - letter height 10 mm.

Material : Laminated Plastic. approx. 3mm thick.

NOTE : 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

N 1 1 -PR-007 INJECTION WTR PRESSURE

60 - - Engraving : Maximum 4 lines 22 characters per line letter height 3 mm.

First line to specify instrument tag number only. Material : Laminated Plastic, approx. 2mm thick.

11-UI-012 . r i l w E ,, u Engraving : Maximum 2 lines 10 characters per line letter height 3 mm.

First line to specify instrument tag number only. Material : Laminated Plastic, approx. 2mm thick.

CAD DRAWIN

.INSTRUMENT NAME PLATES DRWG.MPE .

. TYPES OF NAMEPLATES DESCRlPTiON . I I


NOTES: 1) Colour white/black/white unless otherwise indicated.

2) Colour red/white/red unless otherwise indicated.

3) Colour red/Black/red unless otherwise indicated.

SUB AREA ,NIMR SLUDGE PIT I NO. 05

: INSTRUMENT NAME PLATES

: ENGRAVING SCHEDULE (TYPE-A)

D R ~ AREA ENG SERIAL SHEET PROJ DWG REV. CODE SECT NUMBER CM)E SIZE

I I t I

NO NIM 5 4739 004DQ 4 A I I I I I




3) Colour red/black/red unless otherwise indicated.

sue AREA :NIMR SLUDGE PIT 1 NO. 05

D R w . m E : INSTRUMENT NAME PLATES

DEscR,p,oN : ENGRAVING SCHEDULE (TYPE-A) I NO I NIM 5 4739 0 0 5 ~ ~ 1 4 1 A I DRWG

I I I l l


AREA CODE

I I I I

ENG SECT

SERIAL NUMBER

WET PROJ CODE

DWG SIZE

REV,




a,

SUB AREA :NIMR SLUDGE PIT I NO. 05

DRwG.mE : INSTRUMENT NAME PLATES

DESCRIPTKXl : ENGRAVING SCHEDULE (TYPE-A)

Text on nameplate

1 Dl; 1 ARU 1 ENG 1 SERIAL 1 sHEm 1 PRW 1 DM 1 1 CODE SECT NUMBER CODE SIZE

NIM 5 4-739 0 0 6 D Q 4 A

Type A

I I I l l


Text on nameplate




CAD DRAWING

DRw.TypE : INSTRUMENT NAME PLATES

DESCRlPllM : ENGRAVING SCHEDULE (TYPE-A) I I I I



2) Colour red/black/red.

sus AREA :NIMR SLUDGE PIT

DRWG.mE : INSTRUMENT NAME PLATES

DEsml,, , ENGRAVING SCHEDULE (TYPE-B) I I NIM 5 4739 0 0 9 ~ ~ 1 4 1 A (

DRWG


AREA CODE

I I

ENG SECT

SERIAL NUMBER

SHEET PROJ CODE

DWG SIZE

REV.

JUNCTION BOXES

NIMR SLUDGE PIT

THIS COMPLETE DRAWING IS NEW AND FORMS PART OF SCOPE OF PROJECT 'DQ' WBS No. NIM.IN.09.011


DRWG.TYPE :

DESCRIPTION : C 0 VE R S H EE T I I I NIM 5 4742 001 DQ) 4 I A I


DESCRIPTION SHEET REV. 0 REV. G I REV. H I REV. 1 I REV. 0 I REV. A

IMR SLUDGE PIT I NO. O5 SUB AREA

ABLE TERMINATION DE TAILS DRWG AREA ENG SERIAL SHEET PROJ Dm REV.

CODE SECT NUMBER CODE SIZE 1

NO NIM 5 4 7 4 2 0 0 2 D Q 4 A EVISION/INDEX SHEET DESCRIPTION

I I I I I WorleyParsons-Arabian Industries (JV) Contract No.: 63110606 Job No.: PAIP00405

NOTE:

1. SCREENS TO BE CONNECTED TO AN ISOLATED EARTH BAR

D R w . m E : CABLE TERMINATION DETAILS

DEsCRlPTloN : 48-JBE-6907

WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: P A I P O O ~ O ~

SCALE : - 0 1 2 3 4 5 6 7

CAD DRAWING ARE;

s u e m u :NIMR SLUDGE PIT NO. 05 irU 5%~

D R w . m E : CABLE TERMINATION DETAILS

A a- lac-cnn7

I

WorleyParsons-Arabian Industries (JV) Contract f

D R ~ AREA ENG SERIAL SHEET PROJ DWG REV. CODE SECT NUMBER CODE SIZE

NOTE:


1 Ox2x0.8MM 48-RTU-000 1

CAD TIRAWINT:

PIZA-1516

PDIA-1520

PDIA-1521

SPARE

11

+ - +

- + -

we AREA : NIMR SLUDGE PIT NO. 05 db (j

DRM:.WE :CABLE TERMINATION DETAILS

DEsmlPTloN : 48-JBE-6908 I I

E-2712 2x2x1.13mm XLPEI-MS-SWA-PVCS



I



BK+B G+BN BK+B G+BN BK+B G+BN

DRM;

5 6 7 8 9

1 0 1 1 1 2 1 3 1 4 1 5 16 1 7 1 8 1 9 2 0

AREA CODE

a

ENG SECT

3 B 3G

4BK 4BN 5 B

5BN 6G

6BN

7BK 7W 88 8W 9G 9W

1 OBN 1 ow

NIM 5 4 7 4 2 005 DQ 1

SERIAL NUMBER

4

SHEET

A

PROJ CODE

DM: SIZE

REV

XLPEI-MS-SWA-PVCS

I I NOTE:


CAD DRAWIIU


SUBAREA : N I M R SLUDGE PIT N O 05 d% (J rev DRWG.TYPE : CABLE TERMINATION DETAILS

DtscRlPTloN : 4 8 - J B E - 6 9 0 9

a' Petro leum Development Oman

DRWG AREA CODE

ENG SECT

NIM 5 4742006 DQ

SERIAL NUMBER

4 6

SHEET

A

PROJ CODE

DWG SIZE

REV.

NOTE:

1. SCREENS TO B E CONNECTED TO AN ISOLATED EARTH BAR

DR~G.TYPE : CABLE TERM I NATION DETAILS

DESCRIPTION :


TAG. No. UNIT: 4 8

' ' -2661 A

HS-2661 B

H S - 2 6 6 2 A

H S - 2 6 6 2 B

H S - 2 6 6 3

H S - 2 6 6 4

SPARE

7

J.B. TERM'L

1 2 3 4 5 6 7 8 9

1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 20

EQUIPMENT CONNECTION

+ -

+ -

+ -

+ -

+ -

+ -

EXTN. CABLE No- SIZE: 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 , I 3mm XLPEI-MS-SWA-PVCS

E - 2 7 2 4 B 2 x 2 ~ 1 .1 3mm XLPEI-MS-SWA-PVCS

E - 2 7 2 5 2 x 2 x 1 . 1 3 m m XLPEI-MS-SWA-PVCS

E - 2 7 2 6 2 x 2 x 1 . 1 3 m m XLPEI-MS-SWA-PVCS

No.

CORE

1 BK 1 B

2BK 2G 3 B 3G

4BK 4BN 5 B

5 B N

6G 6BN

7 B K 7W

€38 8W 9 G 9W

1 OBN 1 ow

MULTICORE CABLE TYPE, SIZE AND CONNECTED TO

4 8 - E - 6 9 1 0 XLPEI-MS-SWA-PVCS

1 Ox2x0.8MM

'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

48-RTU-0001

t

NOTE:


TAG. No. UNITz48

,I A- 1 4 4 9

LIZA-145C

PIZA-1518

PIZA-1519

PI-1 5 2 2

FI-1415

SPARE

w

DRw.wp~ : CABLE TERMINATION DETAILS


I I

EQUIPMENT CONNECTION

+ - + - + - + - + - + -

EXTN. CABLE No. SIZE: NPE:

E-2727 2 x 2 ~ 1.1 3mm XLPEI-blS-SWA-PVCS



E-2730 2 x 2 ~ 1.1 3mm XLPEI-MS-SWA-PVCS



J.B. TERM'L

1 2 3 4 5 6 7 8 9

1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 2 0

'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

No.

CORE

1 BK 1 B

2BK 2G 3 B 3G

4BK 4BN 5 B

5BN 6G

6BN

7BK 7W 8 B 8W 9G 9W

1 OBN 1 OW

MULTICORE CABLE N P E , SIZE AND CONNECTED TO

48-E-6911 XLPEI-MS-SWA-PVCS

1 Ox2x0.8MM 48-RTU-0001

I

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



,BAR, :NIMR SLUDGE PIT NO. 05 B% (j 'It' Petroleum Development Oman

D R w . m E : INST. IMPULSE LINES/ELECTRO PNEU. HOOK-UPS

DEsCRtpTloN : COVER SHEET

DRW

NO

AREA CODE

ENG SECT

I 1 I I

NIM 5 4738 001 DQ

SERIAL NUMBER

4

SHET

A

PROJ CODE

DWG SIZE

RW.

1 AIR SUPPLY DETAILS AS-2 IPF VALVES 034 DEC.'10 MAR.'11 035

I

I I I l l


SUBAREA :NIMR SLUDGE PIT ~ 0 . 0 5 dh 3

D R W . m E : INST. IMPULSE LINES/ELECTRO PNEU. HOOK-UPS

DESCRmON : REVISION/INDEX SHEET


DRW

NO

AREA CODE

ENG SECT

NIM 5 4738 002 DQA4

SERIAL NUMBER

S H n T

A 1

REV. PROJ CODE

DW SIZE

SCALE : - - - - - - . - - . . -.

DESCRIPTION REV. A

HOOK-UP DETAILS - JUNCTION BOX

I I I l l


SHEET

052 053 054 055 056 057

067 1

068 069 070

048 049 050 051

DEC.'10

:NIMR SLUDGE PIT NO. 05 d% (j - ht9 Petroleum Development Oman

REV. 0 REV. B

MAR.'11

DRw., : INST. IMPULSE LINES/ELECTRO PNEU. HOOK-UPS

DEm,m, : REvIsION/INDEX SHEET

REV. C

,,,

REV. D

AREA CODE

,, I ,,, 1 ,, SECT NUMBER

I I

REV. E

NO

R,

NIM 5 4738 003 DQA4

,,, CODE

A

, SIZE

I I I I I


sue AREA :NIMR SLUDGE PIT NO. 05 &'a 3

DRWG.TRE : INST. IMPULSE LINES/ELECTRO PNEU. HOOK-UPS

D n m l p n a r : REVISION/INDEX SHEET

Petroleum Development Oman ~

DRWG

NO

AREA CODE

ENG SECT

NIM 5 4738 0 0 4 D Q I

SERIAL NUMBER

4

SHEET

A

PROJ CODE

DWG SIZE

REV.

DOCUMENTS TO BE REFERRED:

I INSTRUMENT IMPULSE LINES

GENERAL NOTES: STD-5-0811-005-00-4 -006-00-4 -007-00- 4

ELECTRO-PNEUMATIC HOOK-UPS

I SYMBOLS & LEGEND SHEET: STD-5-0803-003-00-4

I INSTRUMENT CABLE & PIPING INSTALLATION

GENERAL NOTES:

-005-00-4 -006-00-4

TYPICAL INSTALLATION DETAILS STD-5-0801-009-00-4 -010-00-4

I INST. EARTHING PHILOSOPHY STD-5-0801-013-00-4

I INST. CABLE IDENTIFICATION STD-5-0801-014-00-4

INST. CABLE CORE MARKERS/ STD-5-0801-015-00-4 ( LOOMING/SLEEVING

I INST. CABLE TRENCH DETAILS STD-5-0801-017-00-4

I INST. CABLE ROUTE MARKER STD-5-0801-019-00-4

CONCRETE BLOCK FOR SUPPORTS STD-5-0801-031-00-4 IN UNPAVED AREA

TAG PLATE (H" PROCESS CONN.) STD-5-0811-091-00-4

TAG PLATE (2" INST. SUPPORT PIPE) STD-5-0811-092-00-4 NOTE. A 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

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

I 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


I I l l


QTY I - - - - - - - - - -

13.5m - -

- -

15m - - - - - -

-

-

- - -

-

- - - - -

-

SIZE ITEM

D R w . m E : INSTR. IMPULSE LINES & ELECTRO PNEU. HOOK-UPS

DEmtpnoN :BULK MATERIAL SUMMARY

018

019

020

021

041

048

0 5 4

0 6 4

076

301

3 0 2

303

311

313

41 9 420 527

5 2 8

651

6 5 2

7 4 3

7 4 4

7 5 0

7 5 6

7 6 6

7 7 2 7 8 0

626

6 3 0

6 3 5

7 2 7 920

921

9 2 2

DESCRIPTION

- - - - - - - -

3/8"

M20

25mm DIA

M32

m25

m50

3/8" OD -

1/4" NPT

1/2" NPT

1/4" NPT x 35 mm

1/2" NPT X 45 mm

3/8" x 1/4" NPT

3/8" x 1/2" NPT

3/8"

3/8"

3/8"

3/8" 3/8" x 1/2" NPT (F)

1/2"NPT x 51 mm

ij2"NPT

1/2"NPT

3/8" x ~ ~ 1 5 M4x40x40

M4

M4

MATERIAL M.E.S.C.

BAKER CAC 8700 RPC

LOAD CELL

CLINOMETER

ANTENNA

DOUBLE ISOLATE/VENT ANTI-CONTAMINATION-TYPE '0' DOUBLE ISOLATE/EQUALIZE/VENT BLOCK-TYPE 'A'

ISOLATE/VENT GAUGE BLOCK-TYPE 'F'

ANTI TAMPER KEY

SEAL POT MTH VENT VALVE

CONDUIT

HEAVY GAUGE CONDUIT

CONDUIT

PVC CONDUIT

PVC CONDUIT

TUBING - WALL THICKNESS 0.065" CAPILLARY TUBE (BY VENDOR) NEEDLE VALVE - SCREWED

NEEDLE VALVE - SCREWED

HEX PIPE NIPPLE - SCREWED

HEX PIPE NIPPLE - SCREWED

MALE CONNECTOR COMPRESSION TYPE

MALE CONNECTOR COMPRESSION TYPE

UNION ELBOW COMPRESSION TYPE

PLUG COMPRESSION TYPE

UNION TEE COMPRESSION TYPE

UNION COMPRESSION TYPE BULK HEAD FEMALE CONNECTOR

PIPE NIPPLE, SCREWED

FLUG, SCRE'iD, HEX. HEAD

TEE, SCREWED, 3000 ;Y SEAMLESS

LAP JOINT COMPRESSION BOLT HEX. HD

NUT HEX. HD

WASHER FLAT

SCALE : -

- - - -

AlSl 316

AlSl 316

AlSl 316

AlSl 316 CS/AISl 31 6

GALV. STEEL

GALV. STEEL

GALV. STEEL

PVC

PVC

AlSl 31 6 SS

AlSl 31 6

AlSl 316

AlSl 31 6

AlSl 31 6

AlSl 316

AlSl 316

AlSl 31 6

AlSl 316

AlSl 316

AlSl 316 AlSl 316

CS

CS

CS

SS GALV

GALV

GALV

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

XX.XX.XX.XXX.X

70.1 3.04.025.1

XX.XX.XX.XXX.X

XX.XX.XX.XXX.X

XX.XX.XX.XXX.X

74.48.50.055.1 XX.XX.XX.XXX.X 77.34.08.001.1

77.34.08.003.1

76.09.56.001.1

76.09.56.031.1

76.39.27.063.1

76.39.27.065.1

76.39.44.065.1

76.39.67.060.1

76.39.85.063.1

76.39.91.063.1 76.39.27.105.9

76.05.56.482.1

76.05.66.008.1

76.05.84.1 08.1

76.39.05.1 06.1 XX.XX.XX.XXX.X

XX.XX.XX.XXX.X

XX.XX.XX.XXX.X

SUB AREA

ITEM

A

B

C

D

E

F

G

H

I

J

K

L

M

N

0

P

Q

R

S

T

T1

T2

T3

U

v W

X

Y

z

NlMR SLUDGE PIT

DRWG.MPE

DESCRIPTION

QTY

- -

- -

-

-

-

-

-

- -

1 4 0 m

2 0 0 m

-

7 8 0 m

8 0 0 m

-

-

-

-

-

-

- -

-

- 25pcs

10pcs -

INSTR. IMPULSE LINES & ELECTRO PNEU. HOOK-UPS

BULK MATERIAL SUMMARY

SIZE

1/4"NPT

1/4"NPT

1/4"NPT

1/2"NPT

1/2'NPTMxl/2'NPTF

3/8"NPT

3/8" NPT

1/2" NPT

1/2" NPT M

2x2.5SQ.rnrn

3x2.5SQ.mm

21x2.5SQ.rnrn

2~2~1.13mrn

1 Ox2x0.8rnrn

20x2x0.8rnrn

19 6mrn

38 N 19mm

1x2x0.8mrn

4x0.8rnrn

3x0.8rnm

-

2x2x0.8rnrn

M 2 0

5 0 m m

M20

M25

M32

I I NIM 5 4738 01 1 D Q ~ 4 I A I DRM;

1 1 1


DESCRIPTION

FILTER REGULATOR RANGE 35-275kPa

FILTER REGULATOR RANGE 0-4OOkPa



SYPHON(DAMPENER)

PORT PROTECTOR

QUICK EXHAUST VALVE

DRAIN POT AS PER STD-5-0802-11

BLEEDER VALVE

CABLE XLPEI-SWA-PES: BLACK



CABLE XLPEI-MS-SWA-PVCS: BLACK

CABLE XLPEI-MS-SWA-PVCS: GREEN

CABLE XLPEI-MS-SWA-PVCS: GREEN

CABLE SHRINK ON SLEEVE (BLUE)

CABLE SHRINK ON SLEEVE (BLUE)

CABLE PEI-MS-SWA-PVC : BLACK

SPECIAL CABLE (BY VENDOR)

SPECIAL CABLE (BY VENDOR)

CABLE GLAND (BY VENDOR)

CABLE PEI-MS-SWA-PVC : BLACK

JUNCTION BOX

PERFORATED CABLE TRAY

LOCKNUT

LOCKNUT

LOCKNUT

AREA CODE

MATERIAL

AlSl 316

BRASS

ALUMINIUM

CARBON STEEL

Al Sl 31 6

POLYOLEFIN

POLYOLEFIN

-

- -

-

-

MILD STEEL

CARBON STEEL

BRASS

BRASS

BRASS

M.E.S.C.

60.98.34.61 2.9

60.98.34.616.9

60.98.34.700.9

60.98.34.XXX.X

60.98.55.XXX.X

60.98.9O.XXX.1

6O.XX.XX.XXX.I

6O.XX.XX.XXX.X

6O.XX.XX.XXX.X

XX.XX.XX.XXX.X

68.44.1 4.303.1

68.44.1 4.953.9

XX.XX.XX.XXX.X

XX.XX.XX.XXX.X

XX.XX.XX.XXX.X

XX.XX.XX.XXX.X

XX.XX.XX.XXX.X

XX.XX.XX.XXX.X

XX.XX.XX.XXX.X

XX.XX.XX.XXX.X

XX.XX.XX.XXX.X

XX.XX.XX.XXX.X

68.76.27.XXX.9

68.76.54.XXX.1

68.80.58.068.1

68.80.58.072.1

68.80.58.076.1

CAD DRAWIN

ENG SECT

SERIAL NUMBER

I I

SHEET PROJ CODE

--

DWG SIZE

REV.

ITEM

A A

AB

AC

AD

AE

AF

AG

AH

Al

A J

AK

AL

AM

AN

A 0

AP

AQ

AR

AS

AT

AU

AV

AW

QTY I SIZE I DESCRIPTION I MATERIAL I M.E.S.C. I 44pcs

1 Opcs

-

6pcs

- - -

-

- -

-

- -

-

-

19.6m

2pcs

-

-

- -

-

I -

- -

-

M 2 0

M25

M32

1/2"NPTxM20

3/4"NPTxM20

M32xM25

1 /2"NPT

3/4"NPT

M20

M20

3/8"NPT

M20

1 /2"

1 "

2"

3"

2"

1 /4"NPT

1 /2"NPT

1 /2"NPT

1 lnxl/2"NPT

1 /2"NPT

1 "NPT

CABLE GLAND TYPE-0

CABLE GLAND TYPE-B

CABLE GLAND TYPE-C

ADAPTER FOR CABLE GLAND

ADAPTER FOR CABLE GLAND

REDUCER FOR CABLE GLAND

BLIND PLUG

BLIND PLUG

BLIND PLUG

INSULATED ADAPTOR

SOLENOID VALVE 3 WAY Ex(d)

CABLE GLAND TYPE-A

LlNE PlPE SCHEDULE-40


LINE PlPE SCHEDULE-40


LlNE PIPE SCHEDULE-80

BALL VALVE SCREWED-800#

BALL VALVE SCREWED-800#

GATE VALVE SCREWED-800# I

1 BUSHING SCREWED-3000#

ELBOW 9 0 DEG. SCREWED-3000#

ELBOW 9 0 DEG. SCREWED-3000#

BRASS

BRASS

BRASS

BRASS

BRASS

BRASS

BRASS

BRASS

BRASS

BRASS

AlSl 316

BRASS

GALV.ST.

GALV.ST.

CARBON STEEL

CARBON STEEL

CARBON STEEL

CARBON STEEL

CARBON STEEL

CARBON STEEL

GALV.ST.

GALV.ST.

GALV.ST.

D R w . m E : INSTR. IMPULSE LINES & ELECTRO PNEU. HOOK-UPS

NO NIM 5 4738 012 DQ 4 A I I I l l


I TEM a QTY

1 /2"NPT

1 "NPT

1/2"NPTxl/4"NPT

1 /2"NPT

1 "NPT

1 /2"NPT

NIPPLE SCREWED SCHED 8 0 I GALV.ST. I

DESCRIPTION

NIPPLE SCREWED SCHED 4 0

NIPPLE SCREWED SCHED 80 I GALV.ST. I

MATERIAL

GALV.ST.

PLUG SCREWED 3000#

PLUG SCREWED 3000#

RED.COUPLING 3000#

TEE SCREWED 3000#

TEE SCREWED 3000#

UNION SCREWED 3 0 0 0 #

Ul\!lON SCREWED 3000#

CAP BUTT WELDING SCHEDULE 8 0

REDUCER CON.BUTT WELDING TYPE

GALV-ST.

GALV.ST.

GALV.ST.

GALV.ST.

GALV.ST.

GALV.ST.

GALV.ST.

CARBON STEEL

CARBON STEEL

MALE CONNECTOR COMPR.TYPE I AlSl 316

MALE CONNECTOR COMPR.TYPE AlSl 316 I

MALE CONNECTOR COMPR.TYPE AlSl 316

FEMALE CONNECTOR COMPR.TYPE AlSl 316

M.E.S.C. I

SUBAREA : NIMR SLUDGE PIT NO. 05 ,*,& v!g?r ' U ++ r - r-- Petroleum Development Oman

FI I unnu-I IDC l I I I I I I I DRWG.mE : INSTR. IMPULSE LINES & ELECTRO PNLu. Itvvl\ " 1 4

D R ~ AREA ENG SERIAL SHE= PROJ DWG REV. CODE SECT NUMBER CODE SIZE

I 0 I I

DEsCRlpTloN : BULK MATERIAL SUMMARY NO NIM 5 4738 01 3 DQ 4 A

I I I l l


QTY SIZE DESCRIPTION

1/4"NPTx3/8*OD FEMALE CONNECTOR COMPR.TYPE

1/2"NPTx3/8"OD FEMALE CONNECTOR COMPR.TYPE

1/2*NPTx1/2"OD MALE CONNECTOR COMPR.TYPE

3/8"OD INSULATING UNION COMPR.TYPE

1 /4"NPT

1 /4"NPT

1 /2"NPT(F)

5mm THlCK

5Ox6mm THlCK

10mm THlCK

3 m m THlCK

6 m m THlCK

lOmm THICK

75x40x6xamm

35x35x4mm

5Ox50x6mm

PLUG SCREWED

FUSIBLE PLUG

NEEDLE VALVE

ALUMINIUM PLATE

FLAT BAR

STEEL PLATE (50bx50x10mm)

STEEL PLATE

STEEL PLATE

STEEL PLATE ( 5 0 x 5 0 ~ 1 Omm)

U-CHANNEL

ANGLE IRON

ANGLE IRON

TUBING WALL THICKNESS 0.048"

TUBING WALL THICKNESS 0.036"

BOLT HEXAGONAL HEAD

BOLT HEXAGONAL HEAD

BOLT HEXAGONAL HEAD

BOLT HEXAGONAL HEAD

BOLT HEXAGONAL HEAD

MATERIAL

AlSl 316

AlSl 316

AlSl 316

AlSl 316

AlSl 316

-

AlSl 316

ALUMINIUM

MlLD STEEL

MlLD STEEL

MlLD STEEL

MlLD STEEL

MlLD STEEL

MlLD STEEL

MlLD STEEL

MlLD STEEL

AlSl 316

AlSl 316

CARBON STEEL

CARBON STEEL

CARBON STEEL

CARBON STEEL

CARBON STEEL

M.E.S.C. I

1 I I I I

WorleyParsons-Arabian Industries (JV) Contract No.: ~3110606 Job No.: PAIP00405

SUBAREA :NIMR SLUDGE PIT NO. 0 5 dh (J ,

D R W G . ~ E : INSTR. IMPULSE LINES 8& ELECTRO PNEU. HOOK-UPS

DE~CRIPTION : BULK MATERIAL SUMMARY


DRWG

NO

AREA CODE

ENG SECT

NIM 5 4738 014 DQ I

SERIAL NUMBER

4

SHEET

A

P R W CODE

DWG SlZE

REV.

QTY DESCRIPTION 1 MATERIAL I M.E.S.C. I FOUNDATION BOLT WITH NUT & WASHER

'J'BOLT HOOK C/W NUT & WASHER

'U'BOLT C/W 4HEX.NUTS

NUT HEXAGONAL HEAD

NUT HEXAGONAL HEAD

NUT HEXAGONAL HEAD

NUT HEXAGONAL HEAD

FLAT WASHER ROUND

FLAT WASHER ROUND

FLAT WASHER ROUND

FLAT WASHER ROUND

METERING VALVE

NEEDLE VALVE

BALL VALVE

U-BOLTS C/W HEX. NUTS AND WASHERS

U-BOLTS C/W HEX. NUTS AND WASHERS

U-BOLT FOR 112" PlPE C/W NUTS & SPRING WASH[

U-BOLT FOR 2" PlPE C/W NUTS & SPRING WASHER

GAUGE ADAPTOR - MALE TO FEMALE

GAUGE ADAPTOR - MALE TO MALE

BULKHEAD RETAINER

CARBON STEEL

CARBON STEEL

CARBON STEEL

CARBON STEEL

CARBON STEEL

CARBON STEEL

CARBON STEEL

MlLD STEEL

MlLD STEEL

MlLD STEEL

MlLD STEEL

AlSl 316.

AlSl 316.

AlSl 316.

AIS! 316.

/,IS! 31 6.

AlSl 316.

AlSl 316.

AlSl 316.

AlSl 316.

AlSl 316.

HOKE 1335 G4Y

HOKE 3712 G4Y

HOKE 7115 F4Y

I I I l l


SUBAREA :NIMR SLUDGE PIT 1 NO. 05 d- (j

DRWG.MPE : INSTR, IMPULSE LINES & ELECTRO PNEU. HOOK-UPS

DEscRipTloN :BULK MATERIAL SUMMARY


DRM:

NO

AREA CODE

I

ENG SECT

I

PROJ CODE

SERIAL NUMBER

SHEET

NIM 5 4738 015 DQ

DM: SIZE

REV.

4 A

- - - - - - - - -

1 OOm

- - -

5 0 p c s

- - -

200pcs

- -

1 o o p c s

15pcs

5 0 m

-

6 5

250x1 9x1.6mm

D=1.5 - 2.0mrn

D=2.0 - 3.2mrn

D=2.5 - 4.0rnrn

ID=2mm

8x375mm

8x240mm

IOOmm WlDE

150mm WlDE

200mm WlDE

300mm WlDE

100mrn WlDE

150mm WlDE

200mrn WIDE

300mm WlDE

1 OOOx244x6mm

-

I /4"x40mm

2" (M50)

-

ITEM

EA

CARRIER STRIP BLACK 7 DIGITS

CABLE MARKER TYPE KS

PLAIN STRIP

CORE MARKER MODEL ZS-5



SLEEVING, GREEN

CABLE TIES 12/BLACK

CABLE TIES 12/BLACK

CABLE CHANNEL

CABLE CHANNEL

CABLE CHANNEL (NOTE- 2)

CABLE CHANNEL (NOTE- 2)

CABLE CHANNEL BEND (90' FLAT)




CABLE TILE

TYPE-A NAME PLATE

SIZE

4x1 4 0 m m

QTY

-

BOLTS & NUTS

EYE BOLT

ANTENNA CABLE (BY VENDOR)

PVC

NYLON

LEAD

PVC

NYLON

NYLON

GALV.

PLASTIC

GALV.

CS

- XX.XX.XX.XXX.X

XX. XX.XX.XXX.X

M.E.S.C.

68.80.50.942.9

DESCRIPTION

CABLE TIES 12/BLACK

MATERIAL

NYLON


:NIMR SLUDGE PIT NO. 05 d h

D R w a w E : INST. IMPULSE LINES/ELECTRO PNEU. HOOK-UPS

DE~CRIP~ON : BULK MATERIAL SUMMARY

a' Petroleum Development Oman

,,

NO

, I EN, CODE SECT

I

,ERIfi I ,", 1 NUMBER CODE

I I

NIM 5 4738016DQ4 A

Dw SIZE

REV.

1 RTD TYPICAL CONNECTION DETAILS I TAG No.

HOOK-UP DETAILS FOR REMOTE MOUNTED

NOTES: / ER HIGH VIBRATIONS ARE EXPEC

SHALL BE REMOTE UNTED. SHALL BE AS PER PIPING ASS.

** VENDOR SCOPE \

HOOK-UP DETAILS FOR HEAD MOUNTED TEMPERATURE TRANSMITTER

J.B.

SIZE

NOTES:

1) M E FLANGE RATING SHALL BE AS PER PIPING CLASS. 2) FOR MERMOWELL LENGTii REF. DWG. NO. S38.100-D

QTY. REQD.- 01 No.

sue AREA :NIMR SLUDGE PIT I NO. 0 5

iTEM

G X

A A

DRw.TypE : INST. CABLE & PIPING INSTALLATION DETAILS

D ~ s c ~ l P s t o N :RTD TEMP. TRANSMITTER J MO NTING & CONNECTION DETAILS

SEE CAB. SCH. - 2

DRWG AREA ENG SERIAL SHEET PRW DWG REV. CODE SECT NUMBER CODE SlZE

I I I I

l l NIM 5 4738 01 9 D Q ( ~ IA I

SIZE OF! CONNECTION 2x2x1.13mm

M 2 0 M 2 0

I I I I )


Y I

DESCRIPTION

CABLE: XLPEI-MS-SWA-PVCS LOCK NUT CABLE GLAND

M ATL.

- BRASS BRASS

M.E.S.C.

XX.XX.XX.XXX.X 68.80.58.068.1 68.80.58.730.1

/ /--.

\

1) 2" 300# RF SBB VALVE TO BE PROVIDED BY MECHANICAL.

2) ALL GASKET, NUT-STUD SHALL BE PROVIDED BY MECHANICAL.

3) 1/2" NPT (F) CONNECTION WlTH FLANGE SHALL BE PROVIDED BY MECHANICAL. QTY. REQD.-

10 Nos.

I I 1 I


ITEM

CF

sue AREA :NIMR SLUGDE PIT NO. 0 5 dh 3

DRWG.MPE : INSTRUMENT IMPULSE LINES

DEsmlpTloN : DIRECT MOUNTED WlTH MOUDLAR SBB PRESSURE GAUGE

QTY

1


SIZE OR CON NECTiON

1/4" NPT

D R ~

NO

DESCRIPTION

PLUG SCREWED

AREA CODE

MATL.

AlSl 31 6

ENG SECT

M.E.S.C.

76.39.67.040.1

I I I I

NIM 5 4738 021 DQ

SERIAL NUMBER

4

SHEET

A

PROJ CODE

DWG SIZE

RE,

f l - Y z I y - - 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 SHALL BE PROVIDED BY MECHANICAL.

QTY. REQD.- El

SUBAREA :NIMR SLUDGE PIT NO. 05 A'% v ! ! I ++ - w'

Petroleum Develo~ment Oman : INST. IMPULSE LINES/ELECTRO PNEU. HOOK-UPS

*


! REMOTE SEAL DIAPHRAC" "'"' I I I

PRESSURE INSTRUMENT t t 1 1 1

7M I IrL I NO I NIM 5 4738 022 ~ ~ 1 4 - I A I WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAIP00405

,NIMR SLUDGE PIT 1 NO. 05

NOTES:

1) 2" 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 SHALL BE PROVIDED BY MECHANICAL

,INSTRUMENT IMPULSE LINES

ITEM

4 2 0

CF

,REMOTE SEAL DIAPHRAGM TYPE DIFF. PRESSURE INSTRUMENT

-


I I I

QTY

5M

2

l l NIM 5 4738 023 D Q ~ 4 1 A I I I I I I


SIZE OR CONNECTION

- 1/4" NPT

DESCRIPTION

CAPILLARY TUBE (BY VENDOR)

PLUG SCREWED

M ATL.

SS

AlSl 31 6

M.E.S.C.

XX.XX.XX.XXX.X

76.39.67.040.1

I TOP FINISH IN ACCORDANCE WlTH SURROUNDING AREA

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. CABLES IN CABLE TRENCHES. USING CABLE TILE ON EDGE AS

I PARTITION.

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 AREA :NIMR SLUDGE PIT

D R r c . m E : INST. IMPULSE LINES/ELECTRO PNEU. HOOK-UPS

DEsmlpTloN : INST. CABLE TRENCHING DETAILS


CABLE NO .ONLY FOR FIRST AND LAST CORE

CORE MARKER FOR CABLE CORES AND CONNECTING WIRES

L TERMINAL NUMBER

CABLE TYPE P

ITEM

191 192 193

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

M.E.S.C. NO. I D (average) I SIZE

QTY

REEL REEL REEL

ISOLATED INSTRUMENT EARTH BAR

I CABLE CORE LOOMING AND SCREEN WIRE SLEEVING

SIZE

5 D=1.5 - 2.0 rnm 7 D=2.0 -3.2 mm 9 D=2.5 - 4.0 rnm

DRwG.mE : INST. CABLE & PIPING INSTALLATION DETAILS

DESCRIPTION

MARKER MODEL-ZS MARKER MODEL-ZS MARKER MODEL-ZS

iTEM

169 188

I I I I


MATERIAL

QT'f

PACK m

M.E.S.C. NO.

68.79.02.802.9 68.79.02.803.9 68.79.02.804.9

SIZE

4 x 140 mm ID = 2mm

DESCR~PT~ON

CABLE TIES, I2/BLACK SLEEVING, GREEN

MATERi A i

NYLON PVC

M.E.S.C. NO.

68.80.50.942.9 68.85.1 0.504.1

TRANSMITTER/ LIMIT S.W. JE SDE FOX/RCT/EQC/GFS (NOTE 5)

TO INSTRUMENT SDE CABINETS

RCT

INSTR. NOTE 6 REQUIRING 24V DC POWER SUPPLY JE 24V DC DIST. BOARD

I

I-I I NOTE 1

NOTE 7

I I NOTE 2

1 Q CABLE SCREEN NOTES

I CABLE ARMOURING 1. CABLE GLAND GRIPPING ON ARMOURING; CONTlNUlM BY

SP GLAND PLATE.

2. POHL SCHELLEEl GR!PP!NI? ON ARMOURIE!G. I 1 SYSTEM CABLE PLUG AND SOCKET POHL SCHELLEN CONNECTED TO FRAME. -

I. COPPER ISOLATED INSTRUMENT EARTH BAR. 3. SAFEM EARTH IN CONTROL BUILDING SHALL EE A RING

SYSTEM. * CABLE SCREEN CUT BACK AND ISOLATED. 4. INSTRUMENT HOUSINGS EARTHED VIA MOUNTING HARDWARE - = CONNECT TO SAFETY EARTH BAR 5. B E M E N THESE CABINETS CONNECT SCREEN OF CABLE ON ONE SIDE TO ISOLATED INSTRUMENT EARTH BAR ONLY.

6. METAL J.B. ENCLOSURES EARTHED VIA SUPPORTS. 7. GLAND CONnNUlTY PLATE OF GRP ENCLOSURES TO BE

CONNECTED TO SUPPORT USING A THREADED SOCKET IN JB.

sue AREA :NIMR SLUDGE PIT I NO. 05

DRwG.mE : INST. CABLE & PIPING INSTALLATION DETAILS

DEscRlpnoN : INST. EARTHING DETAILS I I NIM 5 4738 031 D Q ~ 4 I A I DRWG

I I I l l


AREA CODE

I I I I I

ENG SECT

SERIAL NUMBER

SHEET PROJ CODE

DWG SIZE

REV.

I TAG NO. I

I NOTES: 1

IITEMI QTY. I SIZE I DESCRIPTION IMATERIAL~ M.E.S.C. NO. I

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

1) ITEM D, AK & V SHALL BE ON A MOUNTING PLATE.

2) ITEM H SHALL BE LOCATED AS CLOSE AS POSSIBLE TO

I I


THE ACTUATOR.

3 ) TO BE PROVIDED BY VALVE VENDOR.

- QTY. REQD.-

1 4 No.

TAG NO. 48-UZV-2660

I SCALE : - CAD DRAWIN

:NIMR SLUDGE PIT

DRM;.mE : ELECTRICAL & PNEUMATIC HOOK-UPS

DEsCRlpTloN :AIR SUPPLY DETAIL AS-2 IPF VALVES (40-1000 kPa) , I I I I I J


1) MATERIALS TO BE PROCURED AS REQUIRED BY SITE CONTRACTOR.

2 ) FOR CABLE QUANTITY REFER CABLE SCHEDULE, DWG. NO. NIM-5-5044-DQ QTY. REQD.-'

l i NO. I I

DRwG.mE : ELECTRICAL & PNEUMATIC HOOK-UPS

DEscRlpnoN :HOOK-UP DETAILS SOLENOID VALVE

ITEM

L R X

, AA

I I I I I


QTY

NOTE-2 NOTE-1

1 2

SIZE

2 x 2.5Sq.mm 1 9 .- 6 m m M 2 0 id20

DESCRIPTION

CABLE, XLPEI-SWA-PVCS: BLACK CABLE SHRINK ON SLEEVE (BLACK) LOCK NUT CABiE GLAND

MATERIAL

- POLYOLEFIN

BRASS BRASS

M.E.S.C.

XX.XX.XX.XXX.X XX.XX.XX.XXX.X 68.80.58.068.9 66.80.58.730.i

JUNCTION Fr-


2 ) FOR CABLE QUANTITY REFER CABLE SCHEDULE, DWG. NO. NIM-5-5044-DQ QTY. REQD.:

8 Nos. SIZE OR i DEscRlPTloN j MATERIAL1 M.E.S.C. 1

Petroleum Development Oman I

0 R X

A A

I I I l l


NOTE-2 NOTE-1

1 2

SUBAREA :NIMR SLUDGE PIT NO. 0 5 dh -7- DRWG.WE : ELECTRICAL & PNEUMATIC HOOK-UPS

DEscRIpmoN :HOOK-UP DETAILS TRANSMITTERS

2 x 2 x 1.13mm 19 lu 6 rnrn M20 M20

DRWG

NO

CABLE, XLPEI-MS-SWA-PVCS: BLACK CABLE SHRINK ON SLEEVE (BLACK) LOCK NUT CABLE GLAND

AREA CODE

-

POLYOLEFIN BRASS BRASS

XX.XX.XX.XXX.X XX.XX.XX.XXX.X 68.80.58.068.9 68.80.58.730.1

ENG SECT

t I

SERIAL NUMBER

SHEET

NIM 5 4738042 DQ

PROJ CODE

4

DWG SIZE

A

REV.

I TAG NO.

- SWITCHES/PUSH BUTTONS

PROXIMITY SWITCHES I

JUNCTION BOX

NOTES:

---------- - CONTD IN DWG 033

1) MATERIALS TO BE PROCURED AS REQUIRED BY SITE CONTRACTOR

2) FOR CABLE QUANTITY REFER CABLE SCHEDULE, DWG. NO. NIM-5-5044-DQ.

I

E

DRWG.MPE , 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


2) FOR CABLE QUANTITY REFER CABLE SCHEDULE, DWG. NO. NIM-5-5044-DQ. QTY. REQD.-

2 Nos. SlZE OR I ITEM I OTY I CONNECTION I DESCRIPTION MATERIAL M.E.S.C.

CAD DRAWIN

0 R X

A A

SUBAREA :NIMR SLUDGE PIT

D R V V G . ~ E : ELECTRICAL & PNEUMATIC HOOK-UPS

NOTE-2 NOTE-1

1 2

DEscRlpTloN :HOOK-UP DETAILS HEAT DETECTOR

2 x 2 x 1.13mm 19 6 mm M20 M20

I I NIM 5 4738 045 D Q ~ 4 1 A I DRWG


CABLE, XLPEI-MS-SWA-PVCS; BLACK CABLE SHRINK ON SLEEVE (BLACK) LOCK NUT CABLE GLAND

AREA CODE

-

POLYOLEFIN BRASS BRASS


ENG SECT

SERIAL NUMBER

SHEET PROJ CODE

DWG SIZE

REV.

TAG NO.

48-XA-4106

JUNCTION BOX

------------ \

I NOTES: H 1) MATERIALS TO BE PROCURED AS REQUIRED

BY SITE CONTRACTOR.

2) FOR CABLE QUANTITY REFER CABLE SCHEDULE, DWG. NO. NIM-5-5044-DQ. QTY. REQD.-

11 No. SIZE OR 1 ITEM OTY I CONNECTION I DESCRIPTION MATERIAL M.E.S.C.

I I SCALE : - CAD DRAWING^

L R X

A A

SUBAREA :NIMR SLUDGE PIT I NO. 05

DRwG.mE : ELECTRICAL & PNEUMATIC HOOK-UPS

NOTE-2 NOTE-1

1 2

- -- -. . . . . . - . . . HOOTER

2 x 2.5 Sq.mm 19 - 6 mm M20 M20

I No I NIM 5 4738 046 D Q ~ 4 1 A I DRWG

I I I l l


CABLE, XLPEI-PVCS; BLACK CABLE SHRINK ON SLEEVE (BLACK) LOCK NUT CABLE GLAND

I I I I I I I

AREA CODE

- POLYOLEFIN

BRASS BRASS


ENG SECT

SERIAL NUMBER

SHEET PROJ CODE

DWG SIZE

REV.

TAG NO. I

ULTRASONIC FLOWMETER

IQTY. REQD.- 101 No.

I I I l l


ITEM

AA X 0 L

SUBAREA :NIMR SLUDGE PIT NO. 0 5 (j ~9 Petroleum Development Oman

DRW.TYPE : INSTR. IMPULSE LINES & ELECmO PNEU. HOOK-UPS

DEscRlpTloN : HOOK-UP ULTRASONIC FLOWMETER

NOTE 1 : IN CASE OF IS APPLICATION BLUE SLEEVE SHALL BE USED.

QTY

4 2

CABlESCH. CABUSCH.

D R ~

NO

SIZE

M20 M20 2 ~ 2 ~ 1 . 1 3 m m 2x2.5 SQmm

AREA CODE

DESCRIPTION

CABLE GLAND TYPE 0 LOCK NUT

CABLE XLPE-MS-SWA-PVCS, BLACK CABLE XLPEI-SWA-PVCS, BLACK

ENG SECT

MATERIAL

BRASS BRASS - -

NIM 5 4738047 DQ

M.E.S.C.

68.80.58.730.1 68.80.58.068.1 XX.XX.XX.XXX.X XX.XX.XX.XXX.X

I I I

SERIAL NUMBER

4

SHEET

A

PROJ CODE

DWG SIZE

REV.

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 QTY. REQD.-

5 Nos.

Petroleum Development Oman I

DEsmlPTloN :HOOK-UP DETAILS TYPICAL JUNCTION BOX

NO NIM 5 4738048 DQ 4 A --


MATERIAL

BRASS BRASS -

DESCRIPTION

CABLE GLAND LOCK NUT CABLE XLPEI-MS-SWA-FVCS; BLACK

ITEM

AB Y F

M.E.S.C.

68.80.58.734.1 68.80.58.072.1 XX.XX.XX.XXX.X

QTY

2 2

NOTE-I

SIZE

M25 M25 10x2x0.8mm

1 30 30 , 2 0 , 1 2 0 , 2 0 , I

,6 , 1 0 8 ,6

> .

?

2 - 48-PG-1530 w

FUEL GAS PRESSURE 4-

I

MATERIAL MIN

: LAMINATED PLASTIC WHITE/BLACK/WHITE LENGTH OF NAMEPLATE 3 m m THICK

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, Wi iH WASHER & NUTS.

I

PAINTING : PAINTING & COATING SHALL BE DONE AS PER ERD-48-04 QTY. REQD.- 13 Nos.

M.E.S.C.

81.26.86.022.9 78.43.30.108.1

1. ALL DIMENSIONS ARE IN MM

D R w G . m E :INSTRUMENT IMPULSE LINE


ITEM

DU CL

DESCRIPTION

U-BOLT COMBINED WIN NUTS & SPRING WASHER STEEL PLATE

QTY

1 0.0008

MATL.

AlSl 316 MS

SIZE OR CONNECTION

M8 20Ox35x3mm MK

MATERIAL : LAMINATED PLASTIC WHITE/BLACK/WHITE OF NAMEPLATE 3 m m THICK

ENGRAVING : REFER TO S37.601 TYPE 1 DETAIL- A

FIXING : NAMEPLATES TO BE FIXED TO TAILOR-MADE BRACKET ON 2" INST. SUPPORT PiPE WiTH BRASS SCREWS, FLAT ENDED, RECESSED PAN HEAD, WlTH WASHER & NUTS.

PAINTING : PAINTING & COATING SHALL BE DONE AS PER ERD PDO-48-01

1 ALL DIMENSIONS ARE IN MM

QTY. REQD.- 30 Nos.

DRWG.T~PE : S/ELECTRO PNEU. HOOK-UPS

WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAIPOQ405

M.E.S.C.

81.26.86.040.9 78.43.30.1 08.1

ITEM

DV CL

DESCRIPTION

U-BOLT COMBINED WlTH NUTS & SPRING WASHER STEEL PLATE

QTY

1 0.008 SQ.K

M ATL.

AlSl 316 US

SIZE OR CONNECTION

M I 0 220x35x3mm TliK

MIN. LENGTH TO SUIT I TAGNO. I

QTY. REQD.- 02 Nos.

QTY

4 AS REQ.

1 1

0.32 m; 2 2 2

SIZE

MI 2x1 1 Omm 2" 3"

3"x2" 10mm THICC

MI 0 M10x60mm

MI 0

DESCRIPTION I MATERIAL I M.E.S.C. No.

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

FINISH CS CS CS CS MS CS C S

AlSl 316

DRwG.mE : INST. CABLE & PIPING INSTAL

DESCRIPBON :INSTRUMENT SUPPORT FOR HEAT DETECTOR

I I I


TAG NO. 48-HS-2219 48-HS-2658

QTY. REQD.-I 5 Nos. I

DESCRIPTION

LINE PIPE SCH. 4 0 BP 1 2" CAP BUTT WELDING CS 70.30.1 8.608.1 CJ 0.225 m 5Ox6mm WICK FLAT BAR MS 78.39.02.1 21.1

3 0 2 1.5 m 25mm DIA HEAVY GAUGE CONDUIT GALV. STEEL 70.13.04.025.1

CL 0.040SQ.m 3mm THICK STEEL PLATE (20Ox200mm) MS 78.43.30.1 08.1

D R w G . v E : INST. CABLE & PIPING INSTALLATION DETAILS


JUNCTION I

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. FLAT BARS SHALL BE WELDED ADJACENT TO EACH OTHER. 2. PAINTING & COATING AS PER ERD PDO-48.07 3. FOR UNPAVED AREA USE CONCRTE SUPPORT, REFER STD-5-0801-031 4. REFER "CONCRETE BLOCK FOR SUPPORTS IN UNPAVED AREA" STD DRAWING IN SHEET 020

D R W G . ~ E , INST. CABLE & PIPING INSTALLATION DETAILS

DEscRlpTloN : JUNCTION BOX MOUNTING SUPPORT FOR UNPAVED AREA


I.C.T.D.

JUNCTION BOXES

SCOPE OF ' D Q ' PROJECT WBS NO.: NIM.IN.09.011



TEAML J.ENG. IREVI DATE I D\$w I

CHECKED

PROJ. ENG. SIGNATURE I . I . NO 1'1 P D 0 APPROVAL

I MASTER DRAWING REVISION I

DRWG.WE :I.C.T.D.

I DcsmlpTloN :JUNCTION BOXES FRONT SHEET

I 1 I I 1


JUNCTION BOX

DRWG.MPE :I.C.T.D.

DEsmlpTloN : J U N C TI 0 N B 0 X 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

DRWG.MPE : INST. CABLE TERMINATION DETAILS

DEsCRlpnoN :48-JBE-34 I I


EXT. CABLE No.&SIZE MULTICORE CABLE No.

TAG EQUIPMENT - CORE TERMINAL TYPE C17F

CORE ' NUMBER CONNECTION - I - L

I CONNECTED TO 1

PZA-086 48-E-506, 1 ~ 4 ~ 1 . 2 R & B

F-4803 11

W & 0 12

SPARE F-4803 13

14

SPARE F-4803 15

16

1 SPARE F-4803 17 18

SPARE F-4803 19

20

PZA-072 F-4803 48-E-516, 1 ~ 4 ~ 1 . 2 R & B 21

W & O 22

GBS-793(C) F-4803 48-E-515, 1 x4x5.2 W 29

0 30

SPARE 31

STRIP A 001-040

'GBS-2660 (0) BK 33

48-E-2737 2x2~1 .I 3mm 34 - T-4807 )GBS-2660 (C)

XLPEI-MS-SWA-PVCS 35 36

I SPARE I 0 SCREENS CONNECTED TO AN ISOLATED EARTH BAR

I I I I I I


sue AREA : PRODUCTION STATION NO. 05 d

DRWG.MPE : INST. CABLE TERMINATION DETAILS Petroleum Development Oman

DRW AREA CODE

ENG SECT

SERIAL NUMBER

SHEET REV. PROJ CODE

DWG SIZE

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 0-20mA = 0-4095 COUNTS (4mA = 819 COUNTS). THIS APPLIES TO DIRECT AND REVERSE SIGNALS.

2. ALL RTD INPUTS ARE 0-600 DEG.C RANGE. 1 DEG.C = 6.825 COUNTS.


DESCRIPTION I ws No. 1 PROJ. ENG. f S!GNA~RE 1 ,,(",,

P D 0 APPROVAL I uv 1 i I PROJECT DRAWING REVISION 1

O W G N V G S U E / L S S U E F O R ~

REFERENCE TO EQUIPMENTflAG NUMBERS REV DATE APPROMD PROJ.ENG. SPEC.ENG.

ARE TO BE PREFIXED BY AREA CODE DESCRIPTION B.I.NO. BY PDO APPROVAL

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE

sue ARU, :PRODUCTION STATION NO. 0 5

D R W G . ~ E LIST OF ALARM AND 'TRIP SETTINGS

DEsmlPnON : COVER SHEET I I NIM 5 5065 001 DQI 4 I A I DRWG

t I I l l


AREA CODE

I I I

ENG SECT

SERIAL NUMBER

WET PROJ CODE

DWG SIZE

REV.

: TRIP SETTINGS DBcRIpnw :REVISION / INDEX SHEET

1 I


MASTER DRAWING REVISION O F DEVIATIONS MARKED U P PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE

I w * R ~ :PRODUCTION STATION

I ,,,ON : REVISION / INDEX SHEET

J

LIST OF ALARM AND DRWG.MPE

'TRIP SETTINGS


7-v a@ Petroleum Development Oman

D R ~ AREA CODE

ENG SECT

SERIAL NUMBER

SHEET PROJ CODE

DWG SIZE

REV.

DRWG.MPE :

. PRESSURE INSTRUMENTS

orleyParsons-Arabian Industries (JV) Contract No.: 63110606 Job No.: PAIP00405

TAG NO. UNIT: 48-

PSA-1445

445

446

PSA-1446

PSA-1447

447

448

SERVICE

P-48145 SEAL SYSTEM PRESSURE P-48145 SEAL SYSTEM PRESSURE P-48146 SEAL SYSTEM PRESSURE P-48146 SEAL SYSTEM PRESSURE P-48147 SEAL SYSTEM PRESSURE P-48147 SEAL SYSTEM PRESSURE P-48148 SEAL SYSTEM PRESSURE P-48148 SEAL SYSTEM PRESSURE

AD J.

H /L/ HH/LL

H L

LL

H L

LL

H L

LL

H L

LL

SWITCH PROCESS

UNITS 6 0 0 kPag 4 0 0 kPag

3 0 0 kPag

6 0 0 kPag 4 0 0 kPag

3 0 0 kPag

6 0 0 kPag 4 0 0 kPag

3 0 0 kPag

6 0 0 kPag 4 0 0 kPag

3 0 0 kPag

TRANSMITTER RANGE

PROCESS UNIT

0-1000 kPag

0-1000 kPag

0-1000 kPag

0-1000 kPag

0-1000 kPag

0-1000 kPag

0-1000 kPag

0-1000 kPag

SETTING TRANSMISSION SYSTEM UNITS

.VVVVVVII- NOlLnfl HSnd Us31 CJBU

LOO-LESE W9Z-SH

1003ZE I ZIR-SH

LOO+ZE I I LEZ-SH

-

(I

7

100-LWS OISZ-SH -1-HIIN

(1

1

1 FI

8

1 8

-

Ot108XOA

0 ~ 1 0 ~ x 0 ~ 0W)EIXOJ

-

olo/roo-oe 1 1/otoe t o l l - S l

(A3UE ~3a)H311MS 1 0 ~ ~ S

MUO WM~IO W ) ~ ~ l L n f l - ~ S n d

1NIS

Ot108X04 Ot1OBXO4

SS9-BM-W P mS1-BM-W /8 1 1 1-3n-W 1013313S WllNWI

&MIS WOlN 1IV SOW-X

0 LSZ-SH

!XlS-CN

1 LSZ-SH

NOME HSnd US31 (TDU

M U 0 7ulU310 & W O S W)NaLmfl-HSnd

3/8/wz9z-rlzn-~ 3r1WA as3 104 US31 (T13U

do& t ~ 1 0 1 8 UIV SOW-)(

9WZ-SH

Z LSZ-SH

LO-~ZOG wu3ns ZSO-3d 1 - SS9IE - WZ-0 - WllVAt13SEU - 3flV3 OOZ - SZL Of LoKO 1D 0 3 W M dHIM t(3LSOO0 60W-d ZS03d

-L-WIN 'ion ' U ~ M w +-a W S J 3 d W U l Y ~n Dd4

,Q dl w n J)a m Vrd -& -mu03 3. YYl'

w4Prq

I .oy%

-811

I ?UWP w 1 I ~ I

mmr :

:ESD VALVES , ,

UZV-26260

UZV-2626C

UZV-2627A

WorleyParsonsArabian Industries (JV) Contract No.: C3110606 Job No.: PAIP00405

EPUWSING VALM ACROSS 48-UZV-262M/C

ED V M ON TANK T-4817 INLET

ESfl V M ON TANK T-4818 INLET

WEF CRUDE

WEF CRUDE

WEF CRUDE

I I I I I I I I I I I 1 I I

I I

0.927 (O/C) 1.006

(WATER)

0.927 (O/C) 1.006

(WATER)

0.927

1 I

30-40

30-40

30-40

I

120

120

120

I

---- ---

RQ-5a31

RP-5a31

&50;11

BALL V M -VIRGO PNEUMATIC

ACMAlDR-BIFFI

BALL V M -VIRGO PNEUMATIC

ACTIVATOR-BIFR

BW VALM -VIRGO

R 3 1120- 9-C24

MX 185- 9800-9J5-(X

MX 185

6' 3@3#

40' 300 1

40'

6" RANGED

40" RANGED

40'

BALL 4'

BALL 36'

BALL 36'

CLOSE

CMSE

CLOSE

NO

NO

NO

NO

NO

NO

NO

NO

NO

UZV-26260 3637-001

UZV-2626C 3637-001

UZV-2627A

LIST OF ALARM AND

TRIP SETTINGS

AND FORMS PART OF SCOPE OF PROJECT 'DQ' WBS No.NIM.IN.09.011 I APPROVED FOR I

I CONSTRUCTiON I

I I I I I I


I D E ~ I P T I M :COVER SHEET

DRWG AREA ENG SERIAL ~ E E T PROJ DWG REV. CODE SECT NUMBER CODE SIZE

I I I I

NO NIM 5 4744 001 DQ 4 A


DESCRIPTION 1 SHEET 1 REV 0 1 REV A REV B I REV c I REV D I REV E 1 REV F I REV G I

SPARE

SPARE

MISCELLANEOUS

sue AREA :NIMR SLUDGE PIT

DRWG.TYPE : LIST OF ALARM & TRIP SETTINGS

D m , m o N :REVISION / INDEX SHEET


. NIMR SLUDGE PIT SUB aREA .

TAG NO. UNIT:

48-

PDIA-1520

PDIA-1521

PEA-1 51 6

I NO. 0 5 5 &x& 3 kk

SERVICE

DP ACROSS FILTER s-48362 DP ACROSS FILTER S-48363

PIPE LINE PRESSURE

I DE,lp,oN , PRESSURE INSTRUMENTS

I - .LIST OF ALARM & TRIP SETTINGS DRWG.WE .

I I

NIM 5 4 7 4 4 ' 0 0 5 ' ~ ~ 4 / A

TRANSMITTER RANGE

PROCESS UNIT

0-200 kPa

0-200 kPa

0-6000 kPag


7-7 I Petroleum Development Oman

DRWG

AD J.

H/L/ HH/LL

H

H

HH H

SWITCH PROCESS

UNITS

5 0 kPa

5 0 kPa

4500 kPag 4 4 0 0 kPag

I

SETTING TRANSMISSION SYSTEM UNITS

8 m A

8 m A

1 6 m A 15.73 m A

AREA CODE

ENG SECT

SERIAL NUMBER

~ E E T PROJ CODE

DWG SlZE

RE\

NOTE-

.NIMR SLUDGE PIT SUB AREA . I NO. 05

.LIST OF ALARM & TRIP SETTINGS DRWG.TYPE .

. LEVEL INSTRUMENTS DESCRlPllON . I I NIM 5 4744 008 D Q ~ 4 1 A I D R ~


AREA CODE

I I I

ENG SECT

SERIAL NUMBER

SHEET PROJ CODE

DWG SIZE

REV.

TAG NO. I ,,UNIT: I SERVICE

PUMP COMMON DISCHARGE 468 TEMPERATURE

NOTE:

INSTRUMENT SWITCH SETTING RANGE PROCESS

PROCESS UNIT UNITS SETPOINT

. NIMR SLUDGE PIT SUB AREA .

. LIST OF ALARM & TRIP SETTINGS DRWG.MPE .

D E s m l p m m : TEMPERATURE INSTRUMENTS

D R ~ AREA ENG SERIAL ~ E E T PRW DWG REV CODE SECT NUMBER CODE SIZE

I I I 1 I I I

I I NIM 5 4744 01 1 D Q ~ 4 I A I 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 TO E-4065, E-977, E-978 & E-987 SYSTEM CABLES ASSOCIATED WITH DCS SYSTEM ONLY.

2. E-4070 TO E-4085, E-4094 TO E-4098, E-986 SYSTEM CABLES BETWEEN DCS & SGS.

3. E-4101 TO E-4180. E-4191 TO E-4199, E-976, E-979 TO E-985 SYSTEM CABLES ASSOCIATED WITH

SGS SYSTEM ONLY.

4. E-4013 TO E-4015, E-4047, E-4060, E-4187 TO E-4190, E-975 SYSTEM CABLES ASSOCIATED WITH GFS SYSTEM ONLY.

5. E-4351 TO E-4353, E-4355 TO E-4358 SYSTEM CABLES BETWEEN IFB & SDE-009.

6. E-4185,E-4186 SYSTEM CABLES BETWEEN GFS & SGS.

7. E-4090 TO E-4093 SYSTEM CABLES BETWEEN GFS & DCS.



DESCRIPTION

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION IN CASE O F DEVIATIONS MARKED UP PRINT SHALL B E SENT TO COASTAL DESIGN OFFICE 1

1 SUB AREA :PRODUCTION STATION

1 C . T . D .

I DESCRIPTION :COVER SHEET I I I l l


DRWG AREA CODE

I I I I

ENG SECT

SERIAL NUMBER

PROJ CODE

DWG SIZE

REV.

P DEC.O- ?AS-BUILT FOR ~ ~ 0 & 7 % L ~ ~ . 0 2 . 0 0 2 T T P / ~ ~ f i ~ ' 9 7 1 I AS-BUILT FOR PROJECT 'L4' 1

DESCRIPTION

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION IN CASE OF DEVIATIONS MARKED U P PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE

kk sue AREA :PRODUCTION STATION ~ 0 . 0 5 dh Petroleum Develo~ment Oman

DRWG-TYPE '1.C.T.D.

DESCRlPnON :REVISION/INDEX SHEET


DRWG AREA CODE

ENG SECT

I I

SERIAL NUMBER

SHEET REV. PROJ CODE

DWG SIZE

F DEVIATIONS MARKED UP PRINT SHALL B E S E N T TO COASTAL D E S

kt= SUB AREA :PRODUCTION STATION NO. 05 dh 6 btv Petroleum Devela~ment Oman

DRWG.TYPE :I.C.T.D.

mcR,pnw :REVISION/INDEX SHEET


1 I

I I I l l


sue AREA :PRODUCTION STATION NO. 05 &'%A Gk Petroleum Develo~ment Oman

DRWG.WE : I C TD

D E s c R m m :REVISION/INDEX SHEET I I I l l


D R ~ AREA CODE

ENG SECT

SERIAL NUMBER

SHEET PROJ CODE

DWG SIZE

REV.

I I


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

CONNECTED TO

I I I I I


CONNECTED TO

DRW AREA ENG SERIAL SHEET PROJ DWG REV. CODE SECT NUMBER CODE SIZE

-- -

WorleyParsons-Arabian Industries (JV) Contract No.: C3110606 Job No.: PAlaoO405

PART-

SCOPE OF DQ PROJECT

RFFFRFNCF DRAWINGS : 1. DCS INST. LOOP DIAGRAMS : NlM-5-5594-001-3 & NIM-5-5907-001-3 2. SGS INST. LOOP DIAGRAMS PART I : NlM-5-5595-001-3 I (ALL TAGS EXCEPT 'X' & *U1). I CONSTRUCTION I

PROJECT DRAWlNG REVlSlON


RN D A E I SPECMQ M * X I L ~ :SGS INST. LOOP DIAGRAMS - IRE* MO SWN - PRQ~ DWO W.

BY APPROW c€SWJPTKI(

AM A W N auto.

NOTES/REFERENCE DRAMNGS MASTER DRAWNG REVlSION W TO COASTAL DESIGN OFFICE

C Q X S E C T ~

-mat :COVER SHEET m s m

rn NIM 5 5596 001 DQ 3 A

I o I p n o N IsHEET \REV o I REV K I REV I- I REV M/\ t ? E m E A DEscRlPTloN I SHEET I REV o I REV A I REV s I REV M I REV D I R m F I REV -4

1 SPARE I I I US-1554 I / I I \

I PROJECT DRAWING REVlSlON

I I

NOTES/REFERENCE DRAWNGS MASTER DRAWING REV~SION rau : REVISION/INDEX SHEET m, NIM 5 5596 002DQ 3 A IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE S E W TO ICOASTAL DESIGN OFFICE


DESCRlPTlON SHEET EV 0 REV H REV B REV E REV DESCRIPTION SHEET \EV 0 REV A REV B REV C REV D REV F I REV

UZ-1611 205 \ I XA-273.1/273.2 239 J U L \ ~ ~ / UZ-1621 206 \ / SPARE 240 \ / UZ-1631 207 / SPARE 241 / UZ-1632 208 \. / SPARE 242 \, / UZ-1641 209 1 SPARE 243 \ / UZ-1642 210 \ / SPARE 244 / UZ-1851 21 1 / X8-707 245 JULY.97 \ /

UZ-1503 1223 1 I / A P R . ~ ~ \ I I I I 1 SPARE 1 257 1 1 \ I SPARE 1 224 1 1 APR.98 1 DELETE0 I 1 SPARE 1 258 1 / I UZ-1520 225 / APR.98 \ APR.05 SPARE 259 / \ UZ-1521 226 / APR.98 \ SPARE 260 / 112-1522 227 / APR.98 SPARE 261 / \- UZ-1523 228 / APR.98 \ 1 SPARE 262 / \ UZ-1561 229 / APR.98 XS-1381/1382/G8S-312 263 JULY.97 / \

/ APR.98 ~~-1383/1384/~8~-322( 264 / UZV-2660 231 1 / APR.98 ' M ' A ~ , I x S - I ~ ~ ~ / I 386/GES-334 265 / \ XS-2091 -- JUN'OO / FEB'02 xS-1387/1388/68~-834 266 / UZ-2081 233 1 / I XS-1389/1390/GBS-807 267 / \ UZ-2091 234 \ / \

1 / XS-1391 /I 392/GBS-845 268 / XA-268.1/268.2 235 JLl~#97 \ XS-1393/1394/CSS-3~ 269 / \ XA-270.1/270.2 236 / XS-l395/1396/G8~-84 270 /

/ XA-271 237 / \ / \

1 XS-1 3 9 7 / 1 3 9 8 / ~ ~ ~ - 3 4 271 f XA-2721/2722 238 / q \ XS-1399/1400/GSS-3~ 272 / \

I PROJECT DRAWNG REVlSlON

Petroleum Dt?l~lo~IUent Oman

REY D A E APPROIFD C€SmPIKI( BUM. j m- j ~ 1 -m :SGS INST. LOOP DIAGRAMS BY RY) m D V Y

I 1 1 - . *

NOTES/REFERENCE DRAWNGS MASTER DRAW~NG REUSION OESQIPOO( :REVISION/INDEX SHEET rm NIM 5 5 5 9 6 005DQ 3 A IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT M COASTAL DESIGN OFFICE

WorleyParsons-Arabian Industries (JV) Contract No.:C3110606 Job No.: PAlP00405

D A E %! RKUMO W A T I R E

DESQIlPTKW BL NO P D 0 AWWN

PROJECT DRAWNG REVlSlON

0 E S C . m :REVISION/INDEX SHEET I M CASE OF DEMATIONS MARKED UP PRINT SHALG BE SENT TO COASTAL DWIGM OFFICE

I Y l l V l J J J Y V U U I ULl J

WorieyParsons-Arabian Industries (JV) Contract No.:C3110606 Job No.: PAIP00405

UZ-1761 41 9 \ / UZ-1782 420 / uz-$771 421

UZ-1772 422 \ V /

SPARE 423

SPARE 424

SPARE 425 A

/ \ SPARE 1 426 1 I I I / \ I

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE 428

SPARE 429

SPARE 430

XS-2033 431 XS-9034 &?2

I XS-2252 1442 [/ I I 1 4 1 \1 SPARE 1 478 v I I I '4 I

1 SPARE 1460 1

XS-2038

XS-2215

XS-2216

XS-2037

XS-2038

XS-2039

XS-2040

XS-2251

I PROJECT DRAWING REVlSlON

453

454

455

456 457

458 459

SPARE ( 427 1 A'

-----

-.rcp~ :SGS INST. LOOP DIAGRAMS

m m : REVISION/INDEX SHEET

WorleyParsons-Arabian Industries (JV) Contract No.:C3110606 Job No.: PAlPOO405

/ I \ I I

434

435

438

437

438

439

440

441

\

\. \

I 1 SPARE I481 I

/ /

/ /

/ / /

/ /

/ I \

/ /

/ /

A

/I\.

\

DECO\ I \I

/ /

/ /

SPARE

SPARE

SPARE

SPARE WARE

\ SPARE 468 / \ SPARE 489 ---

\. SPARE 470

\, SPARE 471 / --- \

\ ------ \ SPARE 475 / \. .

462

463

464

485 466

/ / -----------

/ /

\

\

FIELD

JUNCTION BOX

48-UZV-2660 JBE-52 2. CABINET : SGS-001B

*+ MPE : DO *- CHASSIS : *

WorleyParsons-Arabian Industries (JVJ Contract No.: C3110606 Job No.: PAIP00405

AUXI' ' ROOM SDE SG. .RSHALUNG CABINET

RADIKOR BOARD TERMINAL 'A' SGS CABlNt

[ SGS-001B I

1/0 CARD

RAUIKOR BOARD

fl EL0

JUNCTION BOX


pp

AUXIL Q00M SGS CABINE;

-1

SDE TERMINAL 'A' I RADIKQR BOARD

SGS SHALUNG CABINET RADIKOR BOARD

FIELD "",.,+ . JOM

SDE I SGS SH ALLING CABINET I SGS CABINEi

I JUNCTION BOX TERMINAL 'A' RADIKQR BOARD U A ~ I U ~ D n n a w n I


SUMMARY 01' RUMENTAT ON CABLES FOR MULTICORE CABLES REF. DRG. : N I M - 5 - 5 0 4 4 FOR SIGNAL- CABLES REF. DRG. : N I M - 5 - 9 9 2 5 FOR SYSTEM CABLES REF. DRG. : N IM-5 -5591 & N I M - 5 - 5 9 0 6

SCOPE OF 'DQ' PROJECT

mm :

-pm :COVER SHEET


CURRENT RMSlQ

26 No 6451 TO 6480 / \ 27 NO 6481 TO 6510 / 28 No 6511 TO 6540 / i 29 No 6541 TO 6570 / \ 30 NO 6571 TO 6600 / 31 NO 6601 TO 6630 / \ --- 32 No 6631 TO 6660 / \ 33 No 7661 TO 7690

, 1

-- - --- --- -- \

34 No 6691 TO 6720 -

\ ----.

3 5 ,Na6721TO6750 , , , , a , , , , , . ,',, , , , , , , , , , ,

IN CASE

A m

OF DEVIATIONS A MARKED UP

: NIMR

,PRODUCTION STATION

1) CABLE No 7001 TO 8000 llEV DATE

SEE DWG. NIM-5-9925 BY mmmaq 1 m 4 . m 1-1

NOTES/REFERENCE DRAWINGS MASTER DRAMfiNG REVlSlON

, INSTR.CONTROL CABLE

I I PR(XLMC. W A N R P :

c€smmcu BL NO P D O b R I W V U .

CT DRAWING REVlSlON PRINT SHALL BE SENT TO THE PROIECT ENGINEER

SCALE: - 0 1 2 5 4 C y D R p N F

, REVISION/INDEX SHEET I N O I NIM 5 5 0 4 4 0 0 1 ~ ~ 1 3 1 ~ I / IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE I I 1 1 1


I I RZV DATE -llm n.1 WO

PROJ. ENQ I SMATURE

By MEMm P D O W ? R O V K

PROJECT DRAWlNG REVISION

as MEA :PRODUCTION STATION

REV DATE *PPROW O ~ P T K 4 ( U W Q mOJ minu I-- -'- --- ac€lsml HUCeERII+R.~Dzm. BY RM APmovM

NOTES/REFERENCE DRAWlNGS MASTER DRA\MNG REVISION : REVISION/INDEX SHEET NO NIM 5 5 0 4 4 0 0 3 DQ 3 A IN CASE OF DEVIATIONS MARKED UP PRJNT SHALL BE SENT TO COASTAL DESIGN OFFICE


1 1 I DESCRIPTION OF CABLE DESCRIPTION OF RUN , GLAND

I I REV I NUMBER I SIZE rnrn ( LENGTH M ( COLOUR ( TYPE I VOLT1 FROM 1 TO I CABLE R E F l ~ I

REV DATE maLW SFCW

BY DEEQIIPTK)N WHa

ma WPRwK

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION IN CASE OF DEVIATIONS MARKD UP PRINT SHALL BE SENT M COASTAL DESIGN O W -

STATION

O R W a m :INSTRUMENT CABLE SCHEDULE

.;Ei I I I I I


I I DESCRIPTION OF CABLE DESCRIPTION OF RUN I I GLAND I I I ( REV OUTER

SHEATH CABLE REF REMARKS

NUMBER SIZE mm LENGTH TYPE VOLT FROM TO COLOUR

WB AREA :PRODUCTION STATION troleum Development Omen

pRw,ENG. S P E C . E N G . D R W , ~ :INSTRUMENT CABLE SCHEDULE DRWl A R E A I E N G I %RIAL ~ w E m ~ p R w ~ D w / R E v , REV DATE DESCRlPilMJ B.I.NO.

BY PDO APPROVAL CODE SECT NUMBER CODE SIZE

0 0 0 0 0


E-2711 E-2712 E-2713 E-2714 E-2715

I I I I I I

NOTES/REFERENCE DRAWINGS MASTER DRAWING REVISION I N CASE OF DEVIATIONS MARKED U P PRINT SHALL BE SENT TO COASTAL DESIGN OFFICE

2 ~ 2 ~ 1 . 1 3 m m 2 ~ 2 ~ 1 . 1 3 m m 2 ~ 2 ~ 1 . 1 3 m m 2 ~ 2 ~ 1 . 1 3 m m 2x2xl .13mm

0 0 0 0 0

DES~IPTION : CABLE NO. E-2701 TO E-2726

I N E W SHEET

2 ~ 2 ~ 1 . 1 3 m m 2 ~ 2 x 1 .I 3 m m 2 ~ 2 ~ 1 . 1 3 m m 2 ~ 2 ~ 1 . 1 3 m m 2 ~ 2 ~ 1 . 1 3 m m

E-2716 E-2717A E-27178 E-2718 E-2719A

4 0 4 0 4 0 4 0 4 0

No

4 0 4 0 4 0 4 0 4 0

0 0 0 0 0

BLACK BLACK BLACK BLACK BLACK

E-27198 E-2720 E-2721 E-2722 E-2723A

. ,

NIM 5044 400 0Q


E-27238 0 E-2724A 0 E-2724B 0 E-2725 0 E-2726

pp

2x2x1.13rnm 2 ~ 2 ~ 1 . 1 3 m m 2 ~ 2 . 5 Sq.mm 2 ~ 2 . 5 Sq.mm 2 ~ 2 ~ 1 . 1 3 m m

2 ~ 2 ~ 1 . 1 3 m m 2 ~ 2 ~ 1 . 1 3 m m 2 x 2 ~ 1.1 3 m m 2 ~ 2 ~ 1 . 1 3 m m - 2 ~ 2 ~ 1 . 1 3 m m

A

XLPEI-MS-SWA-PVCS XLPEI-MS-SWA-PVCS XLPEI-MS-SWA-PVCS XLPEI-MS-SWA-PVCS XLPEI-MS-SWA-PVCS

2 4 2 4 2 4 2 4 2 4

24 24 24 2 4 24

XLPEI-MS-SWA-PVCS XLPEI -MS-SWA-PVCS XLPEI-MS-SWA-PVCS XLPEI -MS-SWA-PVCS XLPEI-MS-SWA-PVCS

4 0 4 0 3 0 5 0 4 0

4 0 4 0 4 0

4 0 - 4 0

24 2 4 24 2 4 2 4

48-HS-2220B 48-HS-2660 48-XA-4106 ELECTRICL DB 48-HS-2661A

48-HS-2661 B 48-HS-2662A 48-HS-2662B 48-HS-2663 48-HS-2664

24 2 4 2 4 2 4 2 4



48-LIA-1452 48-PIZA-1516 48-PDIA-1520 48-PDIA-1521 48-XZA-2342

48-JBE-6909 48-JBE-6909 48-PLC-0001 48-Fl-1414 48-JBE-6910

48-JBE-6910 48-JBE-6910 48-JBE-6910 48-JBE-6910 48-JBE-6910

- XLPEI-MS-SWA-PVCS XLPEI-MS-SWA-PVCS XLPEI-SWA-PVCS XLPEI-SWA-PVCS XLPEI-MS-SWA-PVCS ~ ~ ~ ~ - ~ - ~ ~ ~ XLPEI-MS-SWA-PVCS XLPEI-MS-SWA-PVCS XLPEI-MS-SWA-PVCS XLPEI-MS-SWA-PVCS XLPEI-MS-SWA-PVCS

48-XZA-2343 48-HS-2219A 48-HS-22198 48-HS-2658 48-HS-2220A


(NEW JB) (NEW JB) (NEW JB) (NEW JB) (NEW JB)


(NEW JB) (NEW JB) (STRIGHT RUN) (POWER SUPPLY) (VENDOR JB)

(VENDOR JB) (VENDOR JB) (VENDOR JB) (VENDOR JB) (VENDOR JB)

(NEW JB) (NEW JB) (NEW JB) (NEW JB) (NEW JB)

DESCRIPTION OF CABLE


NSTRUMENT LOOP D AGRAMS

PFFFRFNCF D R m

SGS INST. LOOP DIAGRAMS PART-I : NIM-5-5595-A3 SGS INST. LOOP DIAGRAMS PART-II : NIM-5-5596-A3 INST. SIGNAL DIAGRAMS GFS : NIM-5-5067-A3 DCS INST. LOOP DIAGRAMS : NIM-5-5907


REWSION/INOEX SHEET 014 \ / RMSION/INOM SHEET 015

JAN a5 \ / APR 05

SPARE 029 / \ FRQ-087 030 / FRQ-6M 031 / \ FRQ-653 032 / IFRB-BSC DELETED 033 / DELETFD \

1 DESCRIPTION SHEE 'EV 0 REV D REV F REV G REV H REV REV

FRQ-656 035 \ JUN'O1 / flCA-252 036 MAR.^^, NOV.98 / flCA-252 037 I \ /

DRULRPE :


REV DATE DOIQ(BTKXI a~ )(o y!! PRQtENc W A T L R E

P D O u ' m o v N

PROJECT DRAWING REVlSlON

R APR.05 . Q JAN.05 N DEC 04 - QJu3-97

7

I I

t REV D A E NUlOWD OESCIIIWN W.HQ BY AX) - - . .. . - . . , . . . - - . . - . . - - -

Petroleum Delmlopment Oman

I NOlES/REFERENCE DRAWINGS MASTER DRAWING REVlSlON 1 rEscmPnaY : RtVISION/INDtX S H t t l I IN CASE OF DEVIATIONS MARKED UP PRINT SHALL BE SENT TO COASTAL DESIGN OF'FICE

No NIM 5 5594 006DQ 3 A


~~ :DCS INST. LOOP DIAGRAMS

r DCS FBM CA6


JUNCTION BOX RADlKuti BOARD TERMINAL 'A' I RADIKOR BOARD FBM

PLANT NORTH TRUE

NORM

INSTRUMENT CABLE TRENCH 0 INSTRUMENT LOCATION

EZJ AlNCllON BOX m TRANSMITER SV SOLENOlD VALVE CV CONTROL VALVE

LAYDOWN AREA

CHEMICAL STORAGE

ADEA

1 I

I INST. CABLE TRENCH I

(400 WIDE) ------------------------/---------------------------- I

HLlNE CONTINUED ON

*SLUDGE SYSTEM

I INDUSTRIAL AREA I

t I NIMR PRODUCTION STATION 1

NIMR PRODUCTION STATION

PLANT NORTH

TRUE NORTH

N.W. (MARCH/APRIL)

PRNMUNG WND S.E. (REST Of YEAR)

i _ MAIN ROAD TO MARMUL - ---

I

, rvvvvvvvvvvvvvvvvvvvvvvv\

: AS BUILT INFORMATION ADDED {

APPROVED FOR I CONSTRUCTlON I

DRAWING LIMIT S 115.000

EQUIPMENT DATA

EQPT. TAG NO. I DESCRIPTION 1 DRAWING LIMIT S 115.000

I 1 A-48307 ( W D G E C O W T I O N PIT 1 A-48308 SLUDGE COLLECTION PIT A-48305 PIG LAUNCHER

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

APPROVED FOR , , , ,

CONSTRUCT._W, -

INSTRUMENT CABLE TERMINATION DETAILS SIGNAL DISTRIBUTION CABINET

COVER SHEET

WBS NO.: NlM.lN.09.011


I I I l l


SUB AREA :PRODUCTION STATION NO. 05 b h 2 k DRWG.MPE :ICTD

DESCRIP~ON :COVER SHEET


D R ~

NO

AREA CODE

ENG SECT

I

NIM 5 5589 0 0 1 DQ

SERIAL NUMBER

4

SHEET

A

PROJ CODE

DWG SIZE

RW.

DESCRIPTION

LEGEND SHEET

NOTES/REFERENCE DRAWINGS I MASTER DRAWING REVISION IN CASE OF DEVIATIONS MARKED U P PRINT SHALL B E SENT TO COASTAL DESIGN OFFICE

I ~ B A R E I :PRODUCTION STATION

DRWG.mE : I C TD

mmwnm :REVISION/INDEX SHEET

NO. 05 d h -- Petroleum Development Oman

DRM; AREA ENG SERIAL SHEET PROJ DWG R.. CODE SECT NUMBER CODE SlZE

I I I I


PVCI-MS-SWA-PVCS

DRK; AREA ENG SERIAL SHEET PROJ DWG REV. CODE SECT NUMBER CODE SIZE

1 I

I I I l l


PVCI-SWA-PVCS

,B ,m :PRODUCTION STATION NO. 05 db i( k bt' Petroleum Development Oman

D R ~ AREA ENG SERIAL SHEET PRw DWG REV. CODE SECT NUMBER CODE SIZE , I I



I

I I I I J


REV.D

HARDWIRED/~-~O mA/RELDBUS

----- POWER SUPPLY CABLE

--c SERIAL LINK/ETHERNET/RS-485/FO

-- ,CABLE BLOCK DIAGRAM

REV.B RE\I.C REV.0

1

DESCRIPTION REV.A

0 2 0

021

0 2 2

i. 0.24

0 2 5

0 2 6

0 5 0

051

0 5 2

0 5 3

0 5 4

0 5 5

056

REV.C ShT. No.

001

Or - 0 0 3

0 0 4

0 0 5

0 0 6

007

0 0 8

0 0 9

01 0

01 1

01 2 -

1 0 1 4

' 015

01 6

01 7

01 8

1 019

REV.A

MAR.'11

MAR.'11

MAR.'11

MAR.'11

MAR.'11

REV.D REV.B DESCRIPTION

COVER SHEET

REWSION / INDEX SHEET

SLUDGE COLLECTION AREA

SLUDGE COLLECTION AREA

PRODUCTION STATION - - - - - -

SHT. No.

031

032

0 3 3

0 3 4

0 3 5

036

037

0 3 8

0 3 9

0 4 0

041

0 4 2

0 4 3

0 4 4

0 4 5

0 4 6

0 4 7

0 4 8

049

REV.0

DEC.'10

DEC.'10

DEC.'lO

DEC.'10

DEC.'10

I

48-RTU-0001 RADIO - (RTU PANEL) El /

I I

tlu) &$I dsW1 .j;rJ4 JJJ

WorlevPamns- Arabian lndustrier lJVl

48-RTU-0001 (RTU PANEL)

- 8 - , - - , - - ,

48-JBE-6910 48-JBE-6911

A-48309 (BY VENDOR) HOLD

, - , - - I ~ _ _ I _ / _ I _ _ _ . _ _ - - \ - _ _ . I _ - - I - - - - - & k U - >$.">4 J>

WorleyParrom - Arabian Indurtn'a (JW

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48-RTU-0001 (RTU PANEL)

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LOCAL CONTROL PANEL C.I. SKID A-48309

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N O E S REFERENCE DRAWNGS MASTER DRAWNO RMSlON llpam ,6" SLUDGE OIL PIPELINE *. NIM 5 4736005DQ 1 A I W C ) 9 1 O ? D ~ R D N S ~ U P ~ S H A U . ~ S E I P T m c O ~ & D % n o w O ~ i

Petroleum Development of Oman

To: WPAI

Ann: Bachcha Ram Yadav

TMNSMIITTAL LETTER No: PA!P00485/1W9PAI IPIBOINIIM

Codes:

1. Comments as Noted 5.For Construction %For Final 2. Approved 6.For Enquiry 10.Cancelled 3. Revised 7.For Purchase 11 .For Information

W.BS No: Date:08/02/2011

Additional Remarks:

I Yours Very Truly Sr. Khalid At-Maqbali. OSE22N

Project Engineer Petroleum Deve

Project Title: Nimr Sludge Pits System upgrade - FED & DD

A = Copy of the transmittal B = Full documentation P = Print T = Reproducible 0 = Original I Originator = OSEI44N

Internal External

Identification Number

PAIP004051PDOITR00098

Nos. Code

Code

2

Issue

Number Number Code

Nos

Nos.

Short Description

Cause & Effect Diagrams

internal Instruction Note

Nirnr Sludge Pits Svstem Unrade-FEQBDQ

I-Please use BlackIBlue Ink pen to comments.

Document Transmittal

Job No: PAIP00405 Transmittal No:PAIP00405/PDO/TRO0098

Title: Nimr Sludge Pits System upgrade - FED & DD Date: 05/02/2011

Client Code: PDO Name: Petroleum Development Oman LLC

From: Bachcha Ram Yadav 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

ternal Distribution:

Project: Indraneel Dutta Civil: Balaraj Reddy Others : Process: Manisha Devghare Pipeline: Mallesh Mallik Mechanical: Himanshu Desai Client: KHALID AL-Maqbali OSE22N Electrical: Shahaul Diwan Construction: N Control & Automation: Prakash Thomas Procurement: N

Remarks

~ o r l e ~ ~ v Engineer Bachch m Yadav

Copies /( ?\\ b -

Date

Sr. No. 1

2

3

v dorlevParsons1CLIENT Copy Printed ~~:ABDuLAZIZ.ALFOURY. Based on Release notes:INST 00020.

WPAVSDFl004BlO 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

Rev.# B A

A

Document No. NIM-5-5005-00 1

NIM-5-5005-002

NIM-5-5005-007

Title Cause & Effect Diagrams

_ _ _ _ _ - - Cause & Effect Diagrams

Cause & Effect Diagrams

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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