commentsIDIndexFileOnTypeDisciplineMarkup TypeReviewerOrg CodeOrg TitleDateSubjectCommentStatusJZ ResponsesActionStatus294571AP220013001PBMarkupClarificationPipingSticky Notenajrmm0c30013584Projects Unit5/6/14 9:11It is called stripped water to stripped sour waterNewThe water from J87-C-0201 is called "Stripped Sour Water".294572AP220013001PBMarkupClarificationPipingSticky Notenajrmm0c30013584Projects Unit5/6/14 9:11Size of the drain not mentioned with the letter DNewNoted, the size will be provided.Will Comply294573AP220013001PBMarkupClarificationPipingSticky Notenajrmm0c30013584Projects Unit5/6/14 9:11Size of the drain not mentioned with the letter DNewNoted, the size will be provided.Will Comply294574AP220013001PBMarkupClarificationPipingSticky Notenajrmm0c30013584Projects Unit5/6/14 9:11Size of the drain not mentioned with the letter DNewNoted, the size will be provided.Will Comply294575AP220013001PBMarkupClarificationPipingSticky Notenajrmm0c30013584Projects Unit5/6/14 9:11Size of the drain not mentioned with the letter DNewNoted, the size will be provided.Will Comply294434QP420041001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:11Provide invert elevation for the 8" Oily Water Inlet Pipe.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required294435QP420041001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:11Provide invert elevation for the 16" Oily Water Inlet Pipe.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required294436QP420041001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:11Provide elevations.NewAgreedWill ComplyIn progress294437QP420041001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:11Provide distance of vent pipe from the edge of the wall.NewAgreedWill ComplyIn progress294438QP420041001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:11Recommendation: Top surface of cover slab should sloped outward from the center to the edge of the pit to avoid accumulation of wash down or rain water.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required294869SP420013001VAMarkupStandard ViolationCivilSticky Notekhateehh30003036Consulting Services Department5/6/14 13:10Vent is required here as per SAES-S-020 para 4.12.1 "e) Downstream of the farthest catch basin."New294870SP420013001VAMarkupStandard ViolationCivilSticky Notekhateehh30003036Consulting Services Department5/6/14 13:10Vent is required here as per SAES-S-020 para 4.12.1 "e) Downstream of the farthest catch basin."New294871SP420013001VAMarkupStandard ViolationCivilSticky Notekhateehh30003036Consulting Services Department5/6/14 13:10Vent is required here as per SAES-S-020 para 4.12.1 "e) Downstream of the farthest catch basin."New294872SP420013001VAMarkupStandard ViolationCivilSticky Notekhateehh30003036Consulting Services Department5/6/14 13:10Vent is required here as per SAES-S-020 para 4.12.1 "e) Downstream of the farthest catch basin."New294873SP420013001VAMarkupStandard ViolationCivilSticky Notekhateehh30003036Consulting Services Department5/6/14 13:10Vent is required here as per SAES-S-020 para 4.12.1 "e) Downstream of the farthest catch basin."New294874SP420013001VAMarkupDesign ErrorCivilSticky Notekhateehh30003036Consulting Services Department5/6/14 13:10Show manhole seal as required by SAES-S-020 this apply to all.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required294703AP220016001PBMarkupClarificationMechanicalSticky Notenajrmm0c30013584Projects Unit5/6/14 9:40Missing informationNewTrim information will be added.Will Comply294704AP220016001PBMarkupClarificationMechanicalSticky Notenajrmm0c30013584Projects Unit5/6/14 9:40Missing informationNewTrim information will be added.Will Comply294705AP220016001PBMarkupClarificationMechanicalSticky Notenajrmm0c30013584Projects Unit5/6/14 9:40Missing informationNewTrim information will be added.Will Comply294891SP420013001VAFileClarificationCivilkhateehh30003036Consulting Services Department5/6/14 13:27Add drawing for manhole detailsAdd drawing for manhole detailsNewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required294714AP220018001PBMarkupClarificationInstrumentationSticky Notenajrmm0c30013584Projects Unit5/6/14 9:47Missing informationNewTrim information will be added.Will Comply294715AP220018001PBMarkupClarificationInstrumentationSticky Notenajrmm0c30013584Projects Unit5/6/14 9:47Missing informationNewTrim information will be added.Will Comply294716AP220018001PBMarkupClarificationInstrumentationSticky Notenajrmm0c30013584Projects Unit5/6/14 9:47Missing informationNewTrim information will be added.Will Comply294719AP220018001PBMarkupClarificationMechanicalSticky Notenajrmm0c30013584Projects Unit5/6/14 9:47Missing informationNewTrim information will be added.Will Comply294720AP220018001PBMarkupClarificationMechanicalSticky Notenajrmm0c30013584Projects Unit5/6/14 9:47Reducer missing informationNewPlease note that the reducer is installed with valve which is inside the vendor skid. The size of valve and its reducers will be provided by vendor package and updated during detailed design phase.No Action294721AP220018001PBMarkupClarificationMechanicalSticky Notenajrmm0c30013584Projects Unit5/6/14 9:47Reducer missing informationNewPlease note that the reducer is installed with valve which is inside the vendor skid. The size of valve and its reducers will be provided by vendor package and updated during detailed design phase.No Action294722AP220018001PBMarkupClarificationMechanicalSticky Notenajrmm0c30013584Projects Unit5/6/14 9:47Reducer missing informationNewPlease note that the reducer is installed with valve which is inside the vendor skid. The size of valve and its reducers will be provided by vendor package and updated during detailed design phase.No Action294723AP220018001PBMarkupClarificationMechanicalSticky Notenajrmm0c30013584Projects Unit5/6/14 9:47Reducer missing informationNewPlease note that the reducer is installed with valve which is inside the vendor skid. The size of valve and its reducers will be provided by vendor package and updated during detailed design phase.No Action294730AP220018001PBMarkupClarificationInstrumentationSticky Notenajrmm0c30013584Projects Unit5/6/14 9:47Missing informationNewPlease note that the tanks are in vendor package and the level details will be provided by package vendor.No Action294731AP220018001PBMarkupClarificationInstrumentationSticky Notenajrmm0c30013584Projects Unit5/6/14 9:47Missing informationNewPlease note that the tanks are in vendor package and the level details will be provided by package vendor.No Action294732AP220018001PBMarkupClarificationInstrumentationSticky Notenajrmm0c30013584Projects Unit5/6/14 9:47Missing informationNewPlease note that the tanks are in vendor package and the level details will be provided by package vendor.No Action294803AP220008001VBFileDesign PreferenceCorrosion and Materialsmehdims30003036Consulting Services Department5/6/14 11:01Caustic Water injectionHighly recommend the use of PTFE lined carbon steel piping system for caustic injection. The design and specification shall follow 01-SAMSS-025 to eliminate corrosion provided that the design pressure does not exceed 300 psi.New294457QP420078001VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:34Provide structural details for the foundations.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required294884SP420013001VAMarkupClarificationCivilSticky Notekhateehh30003036Consulting Services Department5/6/14 13:24Show invert level for ManholesNewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required294475QP420050001VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:48Provide structural details for the pipe sleepers.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required294476QP420050001VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:48Provide details for the embedded bearing plate.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required294477QP420050001VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:48Apply bitumen coating conforms with APCS-10 or coal tar epoxy conforms with APCS-3 as per SAES-H-101V, for underground concrete structure.NewRefer, Dwg No. 400002 "General Notes & Legends Concrete Works"No Action RequiredNo Action Required294479QP420040001VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:53Provide structural details for the foundations.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required294480QP420040001VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:53Provide derails of sliding plate.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required294481QP420040001VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:53"bitumen that conforms to APCS-10 or coal tar epoxy that conforms to APCS-3 as per SAES-H-101V.NewRefer sec. 2.11 of Dwg No. 400002 "General Notes & Legends Concrete Works" for coating of underground concrete. Commented drawing will be updated.Will ComplyIn progress294483QP420039001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:56Provide structural details for the foundations.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required292693AP220036001WBMarkupClarificationProcessSticky Notebettsna30006733Refining Gp5/1/14 16:22This section may need to be revised based on new understanding the flare system is designed for low btu gas.NewNoted. Correspondence with the Flare goup in in progress and section will be updated according to the outcome.Will Comply294484QP420039001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:56Provide derails of sliding plate.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required294485QP420039001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:56"bitumen that conforms to APCS-10 or coal tar epoxy that conforms to APCS-3 as per SAES-H-101V.NewRefer sec. 2.11 of Dwg No. 400002 "General Notes & Legends Concrete Works" for coating of underground concrete. Commented drawing will be updated.Will ComplyIn progress294488QP420038001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:58"bitumen that conforms to APCS-10 or coal tar epoxy that conforms to APCS-3 as per SAES-H-101V.NewRefer sec. 2.11 of Dwg No. 400002 "General Notes & Legends Concrete Works" for coating of underground concrete. Commented drawing will be updated.Will ComplyIn progress294489QP420038001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:58Provide structural details for the foundation.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required294490QP420033001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 8:02"bitumen that conforms to APCS-10 or coal tar epoxy that conforms to APCS-3 as per SAES-H-101V.NewRefer sec. 2.11 of Dwg No. 400002 "General Notes & Legends Concrete Works" for coating of underground concrete. Commented drawing will be updated.Will ComplyIn progress294491QP420033001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 8:02Provide structural details for the foundation.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required291776MP420051001VAMarkupClarificationStructuralSticky Notedossfr0b30003036Consulting Services Department4/30/14 9:06RESOLVE THE HOLD ITEMNewNoted, Hold will be removedWill ComplyIn progress294799AP220005001PBFileDesign PreferenceCorrosion and Materialsmehdims30003036Consulting Services Department5/6/14 10:53Underground Firewater piping.Underground Firewater piping. Highly recommend the use of FM certified HDPE (PE100) pipe and fittings for underground piping system. This is because of their high joint reliability and significantly cheaper than any other nonmetallic pipingNewAs per SAES-L-132, RTR or HDPE both can be used. However in SAES-L-105, only RTR is listed. If agreed by Aramco, we will addd a note in the scope that LSTK can consider HDPE piping for firewater.Will ComplyIn progress294576AP220013001PBMarkupClarificationMechanicalSticky Notenajrmm0c30013584Projects Unit5/6/14 9:11Missing informationNewTrim information will be added.Will Comply294792AP220020001PBMarkupClarificationMechanicalSticky Notenajrmm0c30013584Projects Unit5/6/14 10:44Missing informationNewNoted, will be updated.Will Comply294793AP220020001PBMarkupClarificationMechanicalSticky Notenajrmm0c30013584Projects Unit5/6/14 10:44Reducer missing informationNewNoted, will be updated.Will Comply294468QP420078001VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:39Apply underground bitumen coating conforms with APCS-10 or coal tar epoxy conforms with APCS-3 as per SAES-H-101V.NewRefer, Dwg No. 400002 "General Notes & Legends Concrete Works"No Action RequiredNo Action Required294469QP420078001VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:39Anchor bolts shall be in accordance with SASD AA-036322-001.NewDwg No. 400002 "General Notes & Legends Concrete Works" covers the Anchor bolt standard drawing referenceNo Action RequiredNo Action Required294470QP420078001VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:39Exposed concrete edges shall be chamfered.NewNoted, exposed concrete edges will be chamferedWill ComplyIn progress291783MP420067001VAMarkupClarificationStructuralSticky Notedossfr0b30003036Consulting Services Department4/30/14 9:35you should differentiate between the old and new structure. legend are same.NewAgreedWill ComplyIn progress294432QP420041001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:11Provide structural details for the Oily Sewer Pit.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required294433QP420041001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:11Provide c/c distance between the two pumps.NewAgreedWill ComplyIn progress294577AP220013001PBMarkupClarificationMechanicalSticky Notenajrmm0c30013584Projects Unit5/6/14 9:11Missing informationNewTrim information will be added.Will Comply294092PP620003001VAFileStandard ViolationElectricallazopt0a30003832RTR Clean Fuels & Aromatics Div (OSBL)5/5/14 14:16Cables Under Concrete SlabsIt appears the power, grounding, and control cables of the new Sour Water Stripper Unit that routed parallel with the existing duct banks DB-006 & DB-007 are proposed to be installed direct buried beneath existing concrete slabs. The proposal is not in accordance with section 10.2 of SAES-P-104 that recommends cables that cross under concrete slabs that would require extensive or impractical excavations to replace, shall be run in duct banks per Paragraph 10.5 or in conduits per Table 2.NewDirect buried cable routing layout will be revisedWill Comply293875QP420034001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 9:40Provide structural details for the foundation.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required293876QP420034001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 9:40Provide structural detail for the piles.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required293877QP420034001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 9:40Provide projection height of the piles from the bottom of the footing.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required293878QP420034001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 9:40"bitumen that conforms to APCS-10 or coal tar epoxy that conforms to APCS-3 as per SAES-H-101V.NewRefer sec. 2.11 of Dwg No. 400002 "General Notes & Legends Concrete Works" for coating of underground concrete. Commented drawing will be updated.Will ComplyIn progress292667AP100003001WAMarkupClarificationGeneralSticky Notebettsna30006733Refining Gp5/1/14 15:29BI numbers have 5 digits ie. 10-00930New292668AP100003001WAMarkupClarificationGeneralSticky Notebettsna30006733Refining Gp5/1/14 15:29BI numbers have 5 digits ie. 10-00930New292669AP100003001WAMarkupClarificationGeneralSticky Notebettsna30006733Refining Gp5/1/14 15:292nd letter of Caustic is an "a"New293801QP410011001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 9:06"bitumen that conforms to APCS-10 or coal tar epoxy that conforms to APCS-3 as per SAES-H-101V.NewRefer sec. 2.11 of Dwg No. 400002 "General Notes & Legends Concrete Works" for coating of underground concrete. Commented drawing will be updated.Will ComplyIn progress293802QP410011001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 9:06Provide structural details for the foundationNewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required293829QP420015002VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 9:21Minimum projection of concrete pedestals shall be 150mm in accordance with SAES-Q-005 Sec. 4.3.2aNewMinimum pedestal projection ensured. HPP has been kept 100.000No Action RequiredNo Action Required293791QP420024001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 9:02"bitumen that conforms to APCS-10 or coal tar epoxy that conforms to APCS-3 as per SAES-H-101V.NewRefer sec. 2.11 of Dwg No. 400002 "General Notes & Legends Concrete Works" for coating of underground concrete. Commented drawing will be updated.Will ComplyIn progress293792QP420024001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 9:02Provide structural details for the foundationNewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required293866QP420037001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 9:36"bitumen that conforms to APCS-10 or coal tar epoxy that conforms to APCS-3 as per SAES-H-101V.NewRefer sec. 2.11 of Dwg No. 400002 "General Notes & Legends Concrete Works" for coating of underground concrete. Commented drawing will be updated.Will ComplyIn progress293867QP420037001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 9:36Provide structural details for the foundation.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required293833QP420017002VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 9:23Provide structural details for the foundations.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required293834QP420017002VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 9:23Minimum projection of concrete pedestals shall be 150mm in accordance with SAES-Q-005 Sec. 4.3.2aNewMinimum pedestal projection ensured. HPP has been kept 100.000No Action RequiredNo Action Required294668AP220015001PBMarkupClarificationMechanicalSticky Notenajrmm0c30013584Projects Unit5/6/14 9:31Missing informationNewTrim information will be added.Will Comply294221PP620003001VAFileStandard ViolationElectricallazopt0a30003832RTR Clean Fuels & Aromatics Div (OSBL)5/5/14 15:32Cable Separation & Signal SegregationThe existing cable trench T-019 along the south wall of Sub # 211 is fully occupied by existing direct buried power, control, and instrument signal cables, refer with section B05 of as-built drawing J87-P-RA-729454-003-01. Thus, the Jacobs-ZATE proposal to install the new cables of new Sour Water Stripper Unit alongside the existing trench will violates both section 14 of SAES-P-104 and section 14 of SAES-J-902.NewDirect buried cable routing layout will be revisedWill Comply294447QP420043001VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:21"bitumen that conforms to APCS-10 or coal tar epoxy that conforms to APCS-3 as per SAES-H-101V.NewRefer sec. 2.11 of Dwg No. 400002 "General Notes & Legends Concrete Works" for coating of underground concrete. Commented drawing will be updated.Will ComplyIn progress294448QP420043001VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 7:21Provide structural details of the foundation.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required291771MP420047001VAMarkupDesign PreferenceStructuralSticky Notedossfr0b30003036Consulting Services Department4/30/14 8:55Why not to align this portion of the pipe rack with grid A and D. this is for better force path and avoid excessive beam size. this comments is applicable for similar cases.NewThe Arrangement followed as given by piping department.No Action RequiredNo Action Required294497QP420030002VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 8:09Provide structural details for the foundation.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required294498QP420030002VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 8:09Provide projection height of the piles from the bottom of the footing.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required294499QP420030002VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 8:09Provide structural detail for the piles.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required294500QP420030002VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 8:09Apply bitumen coating (APCS-10) or coal tar epoxy (APCS-3) as per SAES-H-101V, for concrete surface directly in contact to the ground.NewRefer, Dwg No. 400002 "General Notes & Legends Concrete Works"No Action RequiredNo Action Required294501QP420030002VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 8:09Anchor bolts shall be in accordance with SASD AA-036322-001.NewDwg No. 400002 "General Notes & Legends Concrete Works" covers the Anchor bolt standard drawing referenceNo Action RequiredNo Action Required293424GP310008001XCMarkupDesign ErrorMechanicalSticky Noteodannm30003036Consulting Services Department5/4/14 15:02This specific gravity is not correct. please correct it as water in this temperature has higher SGNew293425GP310008001XCMarkupDesign ErrorMechanicalSticky Noteodannm30003036Consulting Services Department5/4/14 15:02The diff pressure and diff head are based on the wrong specific gravity. please correct the specific gravity and update all operating conditions accordinglyNew293426GP310008001XCMarkupDesign ErrorMechanicalSticky Noteodannm30003036Consulting Services Department5/4/14 15:02this density seems to be incorrect as water has higher density at the operating temperaturesNew294492QP420032001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 8:04"bitumen that conforms to APCS-10 or coal tar epoxy that conforms to APCS-3 as per SAES-H-101V.NewRefer sec. 2.11 of Dwg No. 400002 "General Notes & Legends Concrete Works" for coating of underground concrete. Commented drawing will be updated.Will ComplyIn progress294493QP420032001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/6/14 8:04Provide structural details for the foundation.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required294000PP620003001VAFileStandard ViolationElectricallazopt0a30003832RTR Clean Fuels & Aromatics Div (OSBL)5/5/14 11:06Cables Road CrossingThe new power, grounding, and control cables proposed to be installed direct buried across the Plant J87 SRU road that run parallel with the existing duct bank DB-008 is non compliant with section 10.2 of SAES-P-104.NewDirect buried cable routing layout will be revisedWill Comply291781MP400001001VAMarkupClarificationStructuralSticky Notedossfr0b30003036Consulting Services Department4/30/14 9:27Correct the typo error.NewAgreedWill ComplyIn progress294598AP220014001PBMarkupClarificationInstrumentationSticky Notenajrmm0c30013584Projects Unit5/6/14 9:20Tag not completeNewThis is a normal valve, not requiring a tag. The P&ID shall be updated accordingly.No Action294599AP220014001PBMarkupClarificationMechanicalSticky Notenajrmm0c30013584Projects Unit5/6/14 9:20Missing informationNewTrim information will be added.Will Comply294600AP220014001PBMarkupClarificationMechanicalSticky Notenajrmm0c30013584Projects Unit5/6/14 9:20Missing informationNewTrim information will be added.Will Comply294601AP220014001PBMarkupClarificationInstrumentationSticky Notenajrmm0c30013584Projects Unit5/6/14 9:20What type of valve is this ?NewNeedle Valve. The legend will be updated to indicate the valve type.Will Comply294602AP220014001PBMarkupClarificationInstrumentationSticky Notenajrmm0c30013584Projects Unit5/6/14 9:20The split range system had been removed from Plant J78 overhead system.NewThe split range was discussed with RTR operations during HAZOP and it was agreed to keep the split range. Reason is because the split range along with Overhead Reflux Drum Temperature shut down reduces the risk of process upset (or human) causing any impact to the downstream SRU furnace.No Action293832QP420016002VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 9:23Minimum projection of concrete pedestals shall be 150mm in accordance with SAES-Q-005 Sec. 4.3.2aNewMinimum pedestal projection ensured. HPP has been kept 100.000No Action RequiredNo Action Required294247QP420041001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 15:59Internal wall of Oily Sewer Pit shall also be coated with APCS-3.NewAgreedWill ComplyIn progress294248QP420041001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 15:59Provide Sump Pit. Top surface of the bottom slab shall be sloped towards the Sump Pit.NewAgreedWill ComplyIn progress294249QP420041001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 15:59Provide height of the kicker.NewAgreedWill ComplyIn progress294250QP420041001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 15:59Provide spacing of the ladder rungs.NewAgreedWill ComplyIn progress294251QP420041001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 15:59Manhole cover shall be in accordance with SASD AE-036083.NewAgreedWill ComplyNo Action Required294252QP420041001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 15:59Provide detail of pipe sleeve and specify the material for vent pipe.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required294253QP420041001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 15:59Provide the embedment length of ladder rung to the concrete wall and specify the material to be use.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required293810QP420015002VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 9:10Provide structural details for the foundationNewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required293815QP420016002VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 9:14Provide structural details for the foundationsNewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required293858QP420036001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 9:32"bitumen that conforms to APCS-10 or coal tar epoxy that conforms to APCS-3 as per SAES-H-101V.NewRefer sec. 2.11 of Dwg No. 400002 "General Notes & Legends Concrete Works" for coating of underground concrete. Commented drawing will be updated.Will ComplyIn progress293859QP420036001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 9:32Provide structural details for the foundation.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required293816QP420016002VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 9:14Provide structural details for the pilesNewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required293817QP420016002VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 9:14Provide projection height of the piles from the bottom of the footing.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required292655AR728402001V0A2MarkupSticky Notebettsna30006733Refining Gp5/1/14 15:20The drum is a long way from the ammonia destruct burner. I expected it to be on the other side of the plant.NewWe will verify the site for suitable area near burnerWill ComplyIn progress293673GP310014001XCMarkupStandard ViolationMechanicalSticky Noteodannm30003036Consulting Services Department5/5/14 7:38.Unless there is an approved waiver, the pump should be a sealless type pump as required by Saudi Aramco standard SAES-G-005 for pump selection.New293674GP310014001XCMarkupStandard ViolationMechanicalSticky Noteodannm30003036Consulting Services Department5/5/14 7:38.Unless there is a single source approval, this is a restrictive requirement.New294016SP520005001VBMarkupClarificationSafetySticky Notetemangdd30006034RT Area Projects Support Group5/5/14 11:29A careful review of the requirement to provide coverage from two monitors for J87-E-0XX will reveal that this has not been met because the 2 monitors are on the same branch line. Provide the 2 monitor coverage by ensuring coverage from at least 2 fire water branch lines in compliance with SAES-B-017, paragraph 9.2.NewTwo monitor coverage is provided all Exchangers. Specific equipment tag is not clear.No ActionNo action291786QP420017002VAMarkupClarificationStructuralSticky Notedossfr0b30003036Consulting Services Department4/30/14 9:43anchor bolts diameter should be in metric units.NewAgreedWill ComplyIn progress292537AP220003001PDMarkupClarificationCorrosion and MaterialsSticky Noteghamsm1430003036Consulting Services Department5/1/14 14:14Clarification This is not a review of CMP as per SAES-L-133 section 8. Comments within this documents are on the written scope. The work should include all requirements in SAES-L-133.NewCMP was submitted for client's review and comments on 11 May 2014 during 90% review cycle.No Action292538AP220003001PDMarkupStandard ViolationCorrosion and MaterialsSticky Noteghamsm1430003036Consulting Services Department5/1/14 14:14Standard Violation As this stage, a CMP document must have been completed and ready to be approved by CSD at end of PP stage as per SAES-L-133 section 8.2.NewCMP was submitted for client's review and comments on 11 May 2014 during 90% review cycle.No Action292539AP220003001PDMarkupClarificationCorrosion and MaterialsSticky Noteghamsm1430003036Consulting Services Department5/1/14 14:14Clarification Risk assessment as per SAEP-343 for both design consideration and inspection planning.NewCMP was submitted for client's review and comments on 11 May 2014 during 90% review cycle.No Action292540AP220003001PDMarkupStandard ViolationCorrosion and MaterialsSticky Noteghamsm1430003036Consulting Services Department5/1/14 14:14Standard Violation Also include applicable damage mechanisms and include their numbers (as per API RP 571) in the corrosion loop diagram.NewCMP was submitted for client's review and comments on 11 May 2014 during 90% review cycle.No Action293837QP420018002VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 9:25Minimum projection of concrete pedestals shall be 150mm in accordance with SAES-Q-005 Sec. 4.3.2aNewMinimum pedestal projection ensured. HPP has been kept 100.000No Action RequiredNo Action Required293838QP420018002VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/5/14 9:25Provide structural details for the foundation.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required297820EP310018001XBFileDesign PreferenceCorrosion and Materialskitturan30013584Projects Unit5/13/14 15:43Ammonium Bisulphide corrosionSour Water stripper Overhead Condenser: Safe operating window, Consider alarm to maintain outlet temperature above 180 F, to prevent Ammonium BisulfideNew297376JP720524001PAMarkupClarificationInstrumentationSticky Noteabusaa0n30013584Projects Unit5/12/14 15:211- Units shall be in imperial units and not metric. 2- It is preferable to provide local indication for instrumentationNewAgreed.296928AR727950004P0A2MarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 14:00SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.New296937AP220017001PBMarkupClarificationSafetySticky Notetemangdd30006034RT Area Projects Support Group5/11/14 14:01Please provide the sources of the Oily Water. Please ensure that requirements spelt out in SAES-S-020, paragraph 4.12 are complied with as regarding the location of vents in the OWS system.New296938AP220019001PBMarkupStandard ViolationSafetySticky Notetemangdd30006034RT Area Projects Support Group5/11/14 14:03The size of the CDS is in violation of SAES-A-401, paragraph 6..2.3.2 as the Length over Diameter ration is lower than 3.NewClient shall note that the requirement highlighted in this comment is from the latest set of SAES. The cut-off date for BI-10-01330 SAES is July 2013 and this requirement is not present in SAES-A-401 available in July 2013 set.No Action297008LR181698016V0A1MarkupStandard ViolationSafetySticky Notetemangdd30006034RT Area Projects Support Group5/11/14 16:07General arrangement drawings could not be found in the submission. Please provide the General Arrangement for all instrumentation installed under scope for review to ensure compliance with SAES-B-054, paragraph 4 access requirements for maintenance and operation.New296776PR729353001V0A2FileClarificationElectricalmaitlejl30013584Projects Unit5/11/14 10:16Add new MCC instead of using MCC-001Regarding comment 263164 from 60% review, since there is not space to add more than one vertical section to MCC-001, please install a new 480V MCC-005 supplied from the spare 1600A breaker on Bus A of the 480V Switchgear J87-211-SG-001 at Substation 211 (e.g., Same 13.8kV feeder source as MCC-001). The existing MCC Size 5 starters and space for Size 4 starter are needed to support the BI-10-00914 Hasbah Gas Elemental Sulfur Mitigation Project and avoid use of outdoor switch-racks for Size 5 and Size 4 motor starters.New296856AP220012001PBMarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:05SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewThe piping specifications are based on SAES-L-105. However, the standard SPPID border format provided by Saudi Aramco has this issue and cannot be modified by contractor.No Action296875SP520005001VBMarkupStandard ViolationSafetySticky Notetemangdd30006034RT Area Projects Support Group5/11/14 13:14Provide firefighting access from at least 2 opposite sides of fire risk areas as per SAES-B-017 paragraph 5.15.2 (c) and ensure such access way is a minimum 6m wide and equipment are located a minimum of 6m from the edge of the access road per SAES-B-055 paragraph, 9.5.10(b).NewFire fighting access is available from north, south and west side of the risk areas and 6.0 meter wide accessway is provided.No ActionNo action296898AP220065001PBMarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:27SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewThe piping specifications are based on SAES-L-105. However, the standard SPPID border format provided by Saudi Aramco has this issue and cannot be modified by contractor.No Action297456JP720804001PAMarkupClarificationInstrumentationSticky Noteabusaa0n30013584Projects Unit5/13/14 6:59If the calibrated range only from 0 to 100 can we get a smaller range than -400 to 400 inH2O to get a better accuracy ?NewThis is sandard SmartPlant P&ID border file provided by Saudi Aramco and cannot be modified.No Action295374PR163828008V0A2FileClarificationElectricalranasx30013584Projects Unit5/7/14 12:51480V MCC One Line DiagramPer SOW item 2.1.4, The power supply for plant J78-GM-603C shall be obtained from Sub. 211 while this drawing shows it is obtained from Sub. 209. Please clarify. Please note it is a typical comment and it is applicable on all One Line Diagrams.NewSOW item2.1.4 will be corrected . Power supply for J78-GM-603C will be obtained from sub 209.Will Comply296072PP620003001VAMarkupDesign PreferenceElectricalCloudranasx30013584Projects Unit5/8/14 12:33The way cable tray is shown is not matching with the symbolNewSymbol will be correctedWill Comply296073PP620003001VAMarkupDesign PreferenceElectricalCloudranasx30013584Projects Unit5/8/14 12:33These two symbols are confusing. Make sure to assign unique symbol for each description.NewSymbol will be correctedWill Comply297365JP720022001VBFileDesign PreferenceInstrumentationnavarrrd30005504RT Projects Insp Unit5/12/14 15:04Existing Trench or Existing Duct BankIn drawing J87-P-PP620003-001-A, new power cables has to be installed and routed with this existing trench or existing duct bank. Likewise, several numbers of instrument cables has to be routed with the same existing trench or existing duct bank. Is the existing duct bank or trench can accommodate the newly huge number of cables? Is the required Signal segregation and separation of cables are met per SAES-J-902 sec. 14? I prefer new Duct Bank and manholes should be installed to achieve the high level of standard requirement.New296074PP620003001VAMarkupDesign PreferenceElectricalCloudranasx30013584Projects Unit5/8/14 12:33Show section to clarify how the cable route will transit from direct berried to cable trayNewSection will be provided during detail design.296140PP620008001WBFileClarificationElectricalranasx30013584Projects Unit5/8/14 13:14ETAP Study ReportProvide the Input and out put data report directly from ETAP to verify the writeup.NewETAP OTI model was submitted for review297680AP100004001WAMarkupClarificationElectricalSticky Notemuhaaa1a30013584Projects Unit5/13/14 13:14Substation 211 or Substation 209?New297681AP100004001WAMarkupClarificationElectricalSticky Notemuhaaa1a30013584Projects Unit5/13/14 13:14MCC-904 or 9004?New297682AP100004001WAMarkupClarificationElectricalSticky Notemuhaaa1a30013584Projects Unit5/13/14 13:14Include RA-729353.New297683AP100004001WAMarkupClarificationElectricalSticky Notemuhaaa1a30013584Projects Unit5/13/14 13:14Add the drawing# please.New296134PP620005001VAMarkupDesign ErrorElectricalCloudranasx30013584Projects Unit5/8/14 13:12Provide drawings for that panel and also specify the same drawing in reference drawing list.New297441AP220008001VBMarkupDesign PreferenceCorrosion and MaterialsSticky Notelopezoj30013584Projects Unit5/13/14 0:52Include provisions for the injection of wash water OVHD. This is a recommendation by licensor for J78.NewProvision of wash water injection provided in the design. Please refer to 2"-SOW-1329-1CS2P06 in PP-220014.001No Action296305AP220005001PBMarkupClarificationSafetySticky Notetemangdd30006034RT Area Projects Support Group5/8/14 15:14Please confirm that PP-220042 was developed by an approved by a certified Engineer as per the requirement of SAES-B-017 paragraphs 5.9; 5.10 and Attachment 1 of this document.NewPP-220042 and associated fire water design will be submitted to third party certification. The third party will be a certified engineer meeting SAES-B-017 requirements. A cubsontract in this regard is already initiated.No Action297684AP100004001WAMarkupClarificationElectricalSticky Notemuhaaa1a30013584Projects Unit5/13/14 13:14Where is PP-620009?New297685AP100004001WAMarkupClarificationElectricalSticky Notemuhaaa1a30013584Projects Unit5/13/14 13:14where is RA-321274?New296171AP100003001WAMarkupClarificationGeneralSticky Notetemangdd30006034RT Area Projects Support Group5/8/14 13:32Used "USGPM" instead of "UGSPM"New296525PR166418001V0A1FileStandard ViolationElectricaldizonel30005504RT Projects Insp Unit5/10/14 9:05Ground Busbar ConnectionThe Ground busbar shall be connected to the Ground grid with two (2) connections. (Reference: SAES-P-111 para. 7.3).New296526PR166418001V0A1FileDesign PreferenceElectricaldizonel30005504RT Projects Insp Unit5/10/14 9:07Steel Door FramesThe Substation Steel Door frames shall be bonded to ground.New296188AP100003001WAMarkupClarificationSafetySticky Notetemangdd30006034RT Area Projects Support Group5/8/14 13:43What about the BRA? What has been / to be done regarding the BRA? Please include some details about the BRA.New296240AP220005001PBMarkupClarificationSafetySticky Notetemangdd30006034RT Area Projects Support Group5/8/14 14:12The Certified Engineer is also responsible for the fire protection of buildings and their contents particularly providing Fire Detection/Alarms/Extinguishers, etc at the buildings. Please include these in the list of deliverables.NewNo new buildings will be installed by BI-10-01330.No Action296718PR729353001V0A2FileDesign ErrorElectricallazopt0a30003832RTR Clean Fuels & Aromatics Div (OSBL)5/11/14 9:07Cubicle 1RFCubicle 1RF in existing J87-211-MCC-001 at Sub 211 is a spare, not a space as mentioned on drawing Revision Note # 2. Also, rectify Revision Note # 2 and indicate the BI-10-1330 is to install feeder circuit breaker instead of New NEMA starter.New296863AP220013001PBMarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:08SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewThe piping specifications are based on SAES-L-105. However, the standard SPPID border format provided by Saudi Aramco has this issue and cannot be modified by contractor.No Action296880AP220023001PBMarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:16SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewThe piping specifications are based on SAES-L-105. However, the standard SPPID border format provided by Saudi Aramco has this issue and cannot be modified by contractor.No Action296886AP220061001PBMarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:24SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewThe piping specifications are based on SAES-L-105. However, the standard SPPID border format provided by Saudi Aramco has this issue and cannot be modified by contractor.No Action296900AP220066001PBMarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:27SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewThe piping specifications are based on SAES-L-105. However, the standard SPPID border format provided by Saudi Aramco has this issue and cannot be modified by contractor.No Action296903AR728120001P0A2MarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:30SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewThe piping specifications are based on SAES-L-105. However, the standard SPPID border format provided by Saudi Aramco has this issue and cannot be modified by contractor.No Action296911AR727950007P0A1MarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:39SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewThe piping specifications are based on SAES-L-105. However, the standard SPPID border format provided by Saudi Aramco has this issue and cannot be modified by contractor.No Action296915AR728120006P0A2MarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:40SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewThe piping specifications are based on SAES-L-105. However, the standard SPPID border format provided by Saudi Aramco has this issue and cannot be modified by contractor.No Action296851AP220042001WAMarkupClarificationSafetySticky Notetemangdd30006034RT Area Projects Support Group5/11/14 12:59The maximum fire water demand for a low risk area is 2,000 gpm and not 4,000 gpm per SAES-B-017, paragraph 5.19.6. Perhaps a typo? Otherwise please explain how you arrive at 4,000 gpm for a low risk area.NewPlease refer to section 6.1 for Risk Areas defined in new J87 SWS.No Action296852AP220042001WAMarkupClarificationSafetySticky Notetemangdd30006034RT Area Projects Support Group5/11/14 12:59Please clarify: 4,000 gpm is confirmed as required yet at the same time you are saying only 2,000 gpm is available from Plant J87 and adequate. If only 2,000 gpm is available from J87, then this is not adequate because as noted previously 4 monitors require 3,400 gpm. Please explain how is 2,000 adequate?NewMaximum Capacity is 4000 USGPM. The typo will be corrected to read 2000 USGPM.Will Comply296853AP220042001WAMarkupClarificationSafetySticky Notetemangdd30006034RT Area Projects Support Group5/11/14 12:59Please ensure that same sections for scenario 1 have the same velocities for same sections for scenario 2. This is to ensure that HDPE or Fiber glass is adequate in either scenario otherwise the system will not work as HDPE and fiber glass have different maximum allowable velocitiesNewNoted, will checkthe design to ensure the SAES velocity limitations are met.Will Comply296874AP220019001PBMarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:13SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewThe piping specifications are based on SAES-L-105. However, the standard SPPID border format provided by Saudi Aramco has this issue and cannot be modified by contractor.No Action296876AP220020001PBMarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:14SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewThe piping specifications are based on SAES-L-105. However, the standard SPPID border format provided by Saudi Aramco has this issue and cannot be modified by contractor.No Action296996PR729452001V0A2FileDesign ErrorElectricallazopt0a30003832RTR Clean Fuels & Aromatics Div (OSBL)5/11/14 15:15PP 60% Review CommentComment # 263752 during 60% PP review is not shown on the drawing. It was agreed with Jacobs-ZATE to be reflected in the 90% PP packaged.New295088QP420027001VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/7/14 7:07"bitumen that conforms to APCS-10 or coal tar epoxy that conforms to APCS-3 as per SAES-H-101V.NewRefer sec. 2.11 of Dwg No. 400002 "General Notes & Legends Concrete Works" for coating of underground concrete. Commented drawing will be updated.Will ComplyIn progress295089QP420027001VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/7/14 7:07Provide structural detail of the foundation.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required296889AP220063001PBMarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:25SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewThe piping specifications are based on SAES-L-105. However, the standard SPPID border format provided by Saudi Aramco has this issue and cannot be modified by contractor.No Action296901AP220067001PBMarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:28SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewThe piping specifications are based on SAES-L-105. However, the standard SPPID border format provided by Saudi Aramco has this issue and cannot be modified by contractor.No Action296902AR727820042P0A1MarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:29SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewStandard SPPID border format provided by Saudi Aramco. It cannot be modified by contractor.No Action294922SR728411001V0A2MarkupClarificationCivilSticky Notetemangdd30006034RT Area Projects Support Group5/6/14 14:01Please confirm that catch basin as drawn for the OWS is equipped with a 150 mm minimum liquid seal per SAES-S-020 paragraph 4.2.21.NewLSTK Contractor to provide all details during detailed designNo Action RequiredNo Action Required294923SR728411001V0A2MarkupClarificationCivilSticky Notetemangdd30006034RT Area Projects Support Group5/6/14 14:01Ensure manhole is sealed per SAES-S-020 paragraph 4.10.1NewLSTK Contractor to provide all details during detailed designNo Action RequiredNo Action Required296792AP220035001WBMarkupDesign PreferenceProcessSticky Noteharithrm30013584Projects Unit5/11/14 10:26Environment group should be involved if there is a need to reroute the flared gas to gas treatment plantNew296793AP220035001WBMarkupClarificationProcessSticky Noteharithrm30013584Projects Unit5/11/14 10:26J78-D-601NewPlease note that the gas contains water, H2S and NH3 with no potential of recovery.No Action294946AR728402001V0A2MarkupClarificationSafetySticky Notetemangdd30006034RT Area Projects Support Group5/6/14 14:21The KO drum is too close to the pumps. Per SAES-B-055 section V-1 and figure 1 a minimum distance of 7.5m shall be observed between J87-D-0208 and J87-G-003A/B. Based on the current scale, this distance is not met. Please ensure compliance with standard.NewThis section is applicable to equipment that are vented to flare system. This is a acid gas system vented to burner of J87-F-0101. 7.5 meter spacing criteria is not applicable here.No ActionNo action295092QP420025001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/7/14 7:10"bitumen that conforms to APCS-10 or coal tar epoxy that conforms to APCS-3 as per SAES-H-101V.NewRefer sec. 2.11 of Dwg No. 400002 "General Notes & Legends Concrete Works" for coating of underground concrete. Commented drawing will be updated.Will ComplyIn progress295093QP420025001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/7/14 7:10Provide structural details for the foundation.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required296879AP220022001PBMarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:15SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewThe piping specifications are based on SAES-L-105. However, the standard SPPID border format provided by Saudi Aramco has this issue and cannot be modified by contractor.No Action295321AP220014001PBMarkupDesign ErrorProcessSticky Noteharithrm30013584Projects Unit5/7/14 11:11PZVs line to be evaluated by concerns people if they should connected directly to the drum or can share one line.New295375PR729353001V0A2FileDesign ErrorElectricalranasx30013584Projects Unit5/7/14 12:55480V MCCSpecify the Starter / Feeder code in Starter / Feeder Code columnNew297256PR729857004V0A1FileDesign ErrorElectricallazopt0a30003832RTR Clean Fuels & Aromatics Div (OSBL)5/12/14 10:46Utilizing Spare CircuitsAdd revision notes that circuit nos. 9 and 10 to be utilized for space heaters of motors to be installed under BI-10-1330. Also, identify the 24VDC magnetic contactor numbers in existing control panel J87-211-CP-009 (see as-built dwg RD-729857-010) to be used as controls for the space heater operations.New297454JP720784001PAMarkupClarificationInstrumentationSticky Noteabusaa0n30013584Projects Unit5/13/14 6:52Why we are stating AUS g as a unit ?New297452JP720762001PAMarkupClarificationInstrumentationSticky Noteabusaa0n30013584Projects Unit5/13/14 6:40Missing the TE element drawingNew297195PR729351001V0A2FileDesign ErrorElectricallazopt0a30003832RTR Clean Fuels & Aromatics Div (OSBL)5/12/14 9:37PP 60% Review CommentComment # 262425 during 60% PP review still shown on this diagram. Remove the proposed additional common alarm wiring between existing J87-211-MCC-201 & 202 and existing annunciator panel accordingly.New295721PP620012001XAFileDesign ErrorElectricalranasx30013584Projects Unit5/8/14 8:11MV Cable SizingExplain the reason of choosing the higher size cable while one or two size lower cable can easily accomodate the load base on all the criterias i.e Short Circuit, Voltage Drop & Current Rating. Please note it is a typical comment and it is applicable on all the MV cable sizing calculations.New297259PR729452001V0A2FileDesign ErrorElectricallazopt0a30003832RTR Clean Fuels & Aromatics Div (OSBL)5/12/14 10:50HVAC Adequacy CheckVerify existing HVAC cooling capacity at Sub 211 if adequate for the additional heat load to be installed under BI-10-1330. This issue was already raised during 60% PP review under comment # 265327.New295993PR165758001V0A1MarkupClarificationElectricalSticky Noteranasx30013584Projects Unit5/8/14 11:13How to extend cables from cable tray up to the pump / motor. Either via conduit or underground. Please add symbols.New295994PR165758001V0A1MarkupDesign PreferenceElectricalSticky Noteranasx30013584Projects Unit5/8/14 11:13Where is this drawing. Please include this drawing in the package for clarity purpose.New297837CP310025001WAFileDesign PreferenceProcesskitturan30013584Projects Unit5/13/14 15:51Sour water samplingEnsure provisions for representative chloride concentration in the sour water sampling of the unitNewThe sampling connections are taken from the bottom of the pipe for liquid lines. Does that satisfy the client requiement in this comment?More information required.297442AP220008001VBMarkupDesign PreferenceCorrosion and MaterialsSticky Notelopezoj30013584Projects Unit5/13/14 1:01Provide steam tracing on D-201 Vapor piping in order to prevent corrosion and plugging due to ammonium bi-sulfide salt formation.NewProvided in the design. Please refer to PP-220014.001297831EP310016001XCFileDesign PreferenceCorrosion and Materialskitturan30013584Projects Unit5/13/14 15:48Under deposit corrosion on the OD of re-boiler tubesSet minimum liquid levels on SW Stripper and re-boiler to ensure all tubes are fully submerged. The intent is to avoid HC scale formation on OD leading to under deposit corrosion.NewDesign complies with the comment. The vapor lines are steam traced and insulated. Please refer to PP-220014.001No Action297443AP220008001VBMarkupDesign PreferenceCorrosion and MaterialsSticky Notelopezoj30013584Projects Unit5/13/14 3:11Provide level alarm for C-02101 and E-0203 in order to insure the tubes are always fully submerged. Low levels in the reboiler can cause HC scale formation on OD leading to under deposit corrosion.NewNoted. Level Alarm on Reboiler J87-E-0203 shall be provided.

Client shall note that J87-C-0201 already has low level alarm on LT-1012 and LT-1013.Will Comply296198AP100003001WAMarkupClarificationSafetySticky Notetemangdd30006034RT Area Projects Support Group5/8/14 13:46Project Risk Register is maintained throughout the Project Life Cycle and not only at Detail Design. What happens to the Project Proposal Risk Register or has the process not started yet? Clearly link the existing project risk register with the detail design phase.New297723AP220042001WAMarkupClarificationSafetySticky Notetemangdd30006034RT Area Projects Support Group5/13/14 14:22Please provide the basis for the 500 gpm per fire monitor. At 100 psi residual pressure, a monitor is capable of producing 850 gpm. Going by your logic we would require 6,800 gpm fire water system. In reality going by PP-520005, the largest risk area requires only 4 monitors for adequate coverage and not the 8 mentioned.NewThe fire monitors coverage and flow rates are calculated baed on 500 USGPM capacity as a normal practice during Project Proposal stage. The design submitted in 90%Package will be reviewed and certified by ana pproved fire protection engineer per requirements of SAES-B-017.

If originator wishes, this comment can be passed over to the certified engineer with the design pacakge for his opinion and decision.More information required.296541PR166418001V0A1FileDesign PreferenceElectricaldizonel30005504RT Projects Insp Unit5/10/14 10:06Ground Conductor SizeProvide the legend for the sizes of the ground conductors in the drawing sheet.New296298AP220019001PBMarkupStandard ViolationSafetySticky Notetemangdd30006034RT Area Projects Support Group5/8/14 15:03The CDS drum shall be designed for full vacuum and not for half vacuum because it is subjected to steam out per SAES-A-401 paragraph 6.2.5.NewNoted.Will Comply294952AP220009001VBFileDesign PreferenceCorrosion and Materialsmehdims30003036Consulting Services Department5/6/14 14:27Piping for different servicesPlease use HDPE (PE100) lor RTR pipe & fittings for underground Drain lines if the operating/design temperature does not exceed 65 0C for HDPE and 93 0C for RTR pipe and fittings. Also use HDPE ()PE100) for the 18 inch or RTR pipe and fittings for underground storm/fire water line and stripped water line Tempered water supply and Return lines For Underground Drinking water and other Utility water pipe and fittings, please use HDPE (PE100) pipe and fittingsNewNoted.Will Comply297005PR729353001V0A2FileDesign ErrorElectricallazopt0a30003832RTR Clean Fuels & Aromatics Div (OSBL)5/11/14 15:53PP 60% Review CommentComment # 265045 during 60% PP review is not shown on the diagrams. Still the controllers for the driver motors of SWS Reboiler Condensate Pumps tag as J87-G-0203 A /B are not shown either in J87-211-MCC-001, 002, and MCC-003.New296784EP310019001XCMarkupDesign ErrorMechanicalSticky Noteotaiam1b30003036Consulting Services Department5/11/14 10:22No full utilization of allowed pressure drop, allow 2 psi / calc 0.75 psiNew296785EP310019001XCMarkupStandard ViolationMechanicalSticky Noteotaiam1b30003036Consulting Services Department5/11/14 10:22Need to comply with SAES-E-007 para 6.4 in regards of selecting the design air-inlet temperature where 108 Deg-F is low.New296786EP310019001XCMarkupStandard ViolationMechanicalSticky Noteotaiam1b30003036Consulting Services Department5/11/14 10:22What is MDMT?New296108PP620005001VAMarkupStandard ViolationElectricalCloudranasx30013584Projects Unit5/8/14 13:03Per SAES-P-123; The lighting system power supply should be 400/230V not 480V.New296109PP620005001VAMarkupClarificationElectricalCloudranasx30013584Projects Unit5/8/14 13:03Specify the distance between the lights.New296110PP620005001VAMarkupStandard ViolationElectricalRectangleranasx30013584Projects Unit5/8/14 13:03Per SAES-P-123; The illumination level should be versified by point by point lighting calculation and minimum lux level should satisfy the minimum, level specified in table 4. Please provide illumination level calculations to verify the design.New295143QP420020001VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/7/14 8:23Provide structural details for the foundation.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required295144QP420020001VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/7/14 8:23Minimum projection of concrete pedestal from the finish grade shall be 150mm in accordance with SAES-Q-005.NewMinimum pedestal projection ensured. HPP has been kept 100.000No Action RequiredNo Action Required295153QP420019001VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/7/14 8:29Provide structural details of the foundation.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required295154QP420019001VAMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/7/14 8:29Minimum projection of concrete pedestal from the finish grade shall be 150mm in accordance with SAES-Q-005.NewMinimum pedestal projection ensured. HPP has been kept 100.000No Action RequiredNo Action Required296864AP220014001PBMarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:09SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewThe piping specifications are based on SAES-L-105. However, the standard SPPID border format provided by Saudi Aramco has this issue and cannot be modified by contractor.No Action296865AP220015001PBMarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:10SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewThe piping specifications are based on SAES-L-105. However, the standard SPPID border format provided by Saudi Aramco has this issue and cannot be modified by contractor.No Action296867AP220016001PBMarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:11SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewThe piping specifications are based on SAES-L-105. However, the standard SPPID border format provided by Saudi Aramco has this issue and cannot be modified by contractor.No Action295317AP220014001PBMarkupDesign PreferenceProcessSticky Noteharithrm30013584Projects Unit5/7/14 11:07install strainers for both pump section as these pumps usually plugged up. J78 Has these issue and already has a package to install new strainer. Already mentioned on 60% reviewNewIndividual suction strainer will be added at inlet of each pump in J87-G-0202A/B.

The 60% comment # 260831 was understood as requiring a common suction strainer for both pumps.No Action295318AP220014001PBMarkupDesign PreferenceProcessSticky Noteharithrm30013584Projects Unit5/7/14 11:07install strainers for both pump section as these pumps usually plugged up. J78 Has these issue and already has a package to install new strainer. Already mentioned on 60% reviewNewIndividual suction strainer will be added at inlet of each pump in J87-G-0202A/B.

The 60% comment # 260831 was understood as requiring a common suction strainer for both pumps.No Action296868AP220017001PBMarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:11SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewThe piping specifications are based on SAES-L-105. However, the standard SPPID border format provided by Saudi Aramco has this issue and cannot be modified by contractor.No Action296887AP220062001PBMarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:24SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewThe piping specifications are based on SAES-L-105. However, the standard SPPID border format provided by Saudi Aramco has this issue and cannot be modified by contractor.No Action296870AP220018001PBMarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:12SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewThe piping specifications are based on SAES-L-105. However, the standard SPPID border format provided by Saudi Aramco has this issue and cannot be modified by contractor.No Action296926AR727950006P0A2MarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:59SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewStandard SPPID border format provided by Saudi Aramco. It cannot be modified by contractor.No Action296897AP220064001PBMarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:26SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewThe piping specifications are based on SAES-L-105. However, the standard SPPID border format provided by Saudi Aramco has this issue and cannot be modified by contractor.No Action296936AR727940011P0A2MarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 14:01SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewStandard SPPID border format provided by Saudi Aramco. It cannot be modified by contractor.No Action296945AP220019001PBMarkupClarificationSafetySticky Notetemangdd30006034RT Area Projects Support Group5/11/14 14:13Evaluate the need for permanent purge connection here as per SAES-A-401 paragraph 6.5.5.7.NewNoted.Will Comply295541PP620002001XAFileDesign ErrorElectricalranasx30013584Projects Unit5/7/14 15:05Cable SizingThe size of the cable for 50HP motor looks like is on the highter side, it should not be more then 70 Sqmm. Plese check and verify. This is a typical comments for all other cables.New295376AP100004001WAFileClarificationElectricalranasx30013584Projects Unit5/7/14 13:04Electrical SOW ClarificationThe Electrical SOW is little confusing because of lot of repeated information in different sections. Fog example in section 2.2.5 the information regarding addition of new vertical section in 480V MCC is repeated again in 2.4.4.New295742PP620007001XAFileDesign PreferenceElectricalranasx30013584Projects Unit5/8/14 8:19Electical Load ListIn the main sheet where combine loading and rating of each Swichgear and MCCs is shown, there should be a way to identify the changes in the effected MCCs otherwise it is confussing and looks like there is no change or overall effect on the Switchgear and MCCs.New297328AP220070001PAMarkupDesign PreferenceMechanicalSticky Noteshanmugx30005504RT Projects Insp Unit5/12/14 13:49It is recommended to add SAES - J - 600 (Pressure Relief Devices) in the reference sectionNewNoted. Writeup will be updated accordingly.Will Comply297567PP620002001XAMarkupDesign ErrorElectricalSticky Notemuhaaa1a30013584Projects Unit5/13/14 8:51Try to use the actual length to make an accurate design.New295417PR729354001V0A2FileClarificationElectricalranasx30013584Projects Unit5/7/14 13:30J87-211-MCC-002Per SOW section 2.4.4, the total addition of 11 starters and 2 feeders is required in J87-211-MCC-002 but on drawing it is showing addition of total 12 Stater and 3 feeder circuit. Plesae clarfiy. Please note it is a typical comment and applicable to all One Line Diagrams.New297267AP220070001PAMarkupClarificationProcessSticky Notehajrmm1j5/12/14 11:05please correct to PCV as it stands for Pressure Control ValveNewNot related to civilNo Action RequiredNo Action Required297275AR728402001V0A2MarkupClarificationPipingSticky Notehajrmm1j5/12/14 11:16is their stair access to the H/XNewNot part of this scopeNo ActionNo action297276AR728402001V0A2MarkupClarificationPipingSticky Notehajrmm1j5/12/14 11:16make the Pipe 90 deg angle to safe SpaceNewNot part of this scopeNo ActionNo action297012BP720027002VAMarkupClarificationSafetySticky Notetemangdd30006034RT Area Projects Support Group5/11/14 16:30It is not clear from the diagram if the requirement to provide redundant processors for H2S detection logic to minimize common mode processor failure has been provided per SAES-J-505, paragraph 6.4.3.3. Please clarify.New297013BP720027002VAMarkupClarificationSafetySticky Notetemangdd30006034RT Area Projects Support Group5/11/14 16:30Please explain why ESD marshalling cabinets are used for the hydrogen sulfide gas detectors? Please note that SAES-J-505, paragraph 5.1.6 does not allow fire detection being mixed with the gas detection system and SAES-J-902 paragraph 13.1.2.8 requires ESD wiring to have dedicated cabling, junction boxes and marshaling cabinets.New297016TP820001002VA2MarkupClarificationSafetySticky Notetemangdd30006034RT Area Projects Support Group5/11/14 16:37The gas detector layout drawings cannot be found. Please provide layout drawings showing exact location of gas detectors throughout the plant for review in compliance with SAES-J-501, paragraph 6.3.4.New296071PP620003001VAMarkupClarificationElectricalCloudranasx30013584Projects Unit5/8/14 12:29Clarify how to extend the cables up to the equipment and show sections for clarity purpose.New296691PR729353001V0A2FileDesign ErrorElectricallazopt0a30003832RTR Clean Fuels & Aromatics Div (OSBL)5/11/14 8:14NEMA Size Motor StarterUtilizing the existing spare NEMA 5 starter assembly in cubicle 2RM of J87-211-MCC-001 for the proposed new 480VAC, 3-Phase, 75 Hp motor J87-GM-0001A will not protect the motor for overload, short circuit, and ground fault. The appropriate starter for 75 Hp motor is IT NEMA Size 4, with associated suitably rated combination of MCP, current transformers, and overload device. Rectify the diagram accordingly.New297007EP310016001XCMarkupDesign ErrorMechanicalSticky Noteotaiam1b30003036Consulting Services Department5/11/14 16:07No full utilization of allowed pressure drop, allow 2 psi / calc 0.88psiNew294961ReviewClarificationCorrosion and Materialszubailsa30003036Consulting Services Department5/6/14 14:32cathodic PotectionThe submitted document did not contain enough cathodic protection information that facilitates a technical cathodic protection review. We recommend sending a separate package for cathodic protection installation.New296803AP220035001WBMarkupStandard ViolationProcessSticky Noteharithrm30013584Projects Unit5/11/14 10:57Hydrocarbon liquid from multipurpose drum is routed to J89-D-0101 as per P&ID PP-220012001NewNoted. Writeup will be updated accordingly.Will Comply296700PR729353001V0A2FileDesign ErrorElectricallazopt0a30003832RTR Clean Fuels & Aromatics Div (OSBL)5/11/14 8:29Spare Motor StarterCubicle 2RM in existing J87-211-MCC-001 at Sub 211 is a spare NEMA Size 5 motor starter, not an space as mentioned in drawing Revision Notes # 2.New294965AP220012001PBMarkupDesign ErrorPipingSticky Noteharithrm30013584Projects Unit5/6/14 14:40PZVs to be evaluated by concerns people if they should connected directly to the drum or can share one line.New295085QP420028001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/7/14 7:02"bitumen that conforms to APCS-10 or coal tar epoxy that conforms to APCS-3 as per SAES-H-101V.NewRefer sec. 2.11 of Dwg No. 400002 "General Notes & Legends Concrete Works" for coating of underground concrete. Commented drawing will be updated.Will ComplyIn progress295086QP420028001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/7/14 7:02Provide structural details of the foundation.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required297444AP220008001VBMarkupDesign PreferenceCorrosion and MaterialsSticky Notelopezoj30013584Projects Unit5/13/14 3:39Provide steam tracing on the SW surge tanks vapor ppiping to prevent corrosion and plugging by Ammonium Bisulfide.NewModifications to the existing Sour Water Storage/Surge Tanks are not in BI-10-01330 scope.295579PR729452001V0A2FileDesign PreferenceElectricalnavarrrd30005504RT Projects Insp Unit5/7/14 15:54Existinng Cable Trays at Substation 211Design organization should provide detail drawings such as elevation detail showing new cables from below grade transition to above grade. Existing cable trays inside and near substation should accommodate new cables that shall not exceed the required working load capacity per SAES-P-104 sec 9 and NEMA VE 1.New297363JP720022004VAFileDesign PreferenceInstrumentationnavarrrd30005504RT Projects Insp Unit5/12/14 15:02Existing Trench or Existing Duct BankIn drawing J87-P-PP620003-001-A, new power cables has to be installed and routed with this existing trench or existing duct bank. Likewise, several numbers of instrument cables has to be routed with the same existing trench or existing duct bank. Is the existing duct bank or trench can accommodate the newly huge number of cables? Is the required Signal segregation and separation of cables are met per SAES-J-902 sec. 14? I prefer new Duct Bank and manholes should be installed to achieve the high level of standard requirement.New295136QP420023001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/7/14 8:17"bitumen that conforms to APCS-10 or coal tar epoxy that conforms to APCS-3 as per SAES-H-101V.NewRefer sec. 2.11 of Dwg No. 400002 "General Notes & Legends Concrete Works" for coating of underground concrete. Commented drawing will be updated.Will ComplyIn progress295137QP420023001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/7/14 8:17Provide structural details of the foundation.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required295138QP420022001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/7/14 8:19"bitumen that conforms to APCS-10 or coal tar epoxy that conforms to APCS-3 as per SAES-H-101V.NewRefer sec. 2.11 of Dwg No. 400002 "General Notes & Legends Concrete Works" for coating of underground concrete. Commented drawing will be updated.Will ComplyIn progress295139QP420022001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/7/14 8:19Provide structural details for the foundation.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required295140QP420021001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/7/14 8:20"bitumen that conforms to APCS-10 or coal tar epoxy that conforms to APCS-3 as per SAES-H-101V.NewRefer sec. 2.11 of Dwg No. 400002 "General Notes & Legends Concrete Works" for coating of underground concrete. Commented drawing will be updated.Will ComplyIn progress295141QP420021001VBMarkupClarificationCivilSticky Noteliquigjr30005504RT Projects Insp Unit5/7/14 8:20Provide structural details for the foundation.NewLSTK Contractor to provide during detailed designNo Action RequiredNo Action Required295379AP100004001WAFileClarificationElectricalranasx30013584Projects Unit5/7/14 13:08Electrical SOWIn section 2.1.1, last two bullets, something is not right either it is mixed up or what the grounding is referring the drawing of cable routing layout and cable routing layout is referring the grounding drawing. Please fix it.New297809CP310025001WAFileDesign PreferenceMechanicalkitturan30013584Projects Unit5/13/14 15:39Fatigue cracking in internal tray welds of SWS ColumnSWS stripper column reinforced tray thickness to 1/8in or thicker, in order to minimize recurrent fatigue crackingNew295382AP100004001WAFileClarificationElectricalranasx30013584Projects Unit5/7/14 13:13Electrical SOWPlease clarify the bullets related with all the detailed work associated with Cable tray, cabling, lighting layouts, grounding, power system study, outside area street lighting, etc in section 2.8.5 under heading of Sub 209 are also applicable to Sub 211 or not.New297011PP620003001VAFileDesign ErrorElectricallazopt0a30003832RTR Clean Fuels & Aromatics Div (OSBL)5/11/14 16:26Power ReceptaclesShow the location of the utility 480VAC welding outlets and 230VAC power receptacles on the plan.New297440AP220008001VBMarkupDesign PreferenceMechanicalSticky Notelopezoj30013584Projects Unit5/13/14 0:49In order to prevent recurrent fatigue cracking, as was observed in J78 Stripper tower C-301, use 3mm thick or higher for thickness of trays fro 1 to 40. This is a recommendation from Koch Glitsch based on proven experience.New297827DP310026001XBFileDesign PreferenceCorrosion and Materialskitturan30013584Projects Unit5/13/14 15:46Plugging due to deposition of Ammonium Bisulphide saltsMaintain SWS OVHD accumulator drum steam traced to corrosion and plugging by NH4 2SNew297286AP220013001PBMarkupDesign ErrorProcessSticky Noteharithrm30013584Projects Unit5/12/14 12:28PZVs line to be evaluated by concerns people if they should connected directly to the drum or can share one line.NewRelief system modeling was carried out in AspenFlarenet. The design submitted in 90% is in accordance with the report and available for review.No Action295544PP620003001VAFileClarificationElectricalnavarrrd30005504RT Projects Insp Unit5/7/14 15:11Exsiting Cable TrenchThe cable route shows that the Power Cables has to be installed in an existing cable trench but it is not clear if exiting Duct Bank? Existing Direct Buried Conduit? Or existing Direct buried cable? New power cable should accommodate all ducts if existing duct bank and it has to be maintained 20% spare duct per SAES-P-104 sec. 10.5.8.New295430PR163828008V0A2FileClarificationElectricalranasx30013584Projects Unit5/7/14 13:35480V One Line DiagramPlease clarify the reapons in some One Line Diagram it is shown as operating load and in others connected load. Please standardize it.New295434AIndexStandard ViolationElectricalranasx30013584Projects Unit5/7/14 13:38Drawing Index PagePer SA standards the drawing index page should be included in the package but no such page is inlcuded in this package.New296090PP620004001VAMarkupDesign ErrorElectricalCloudranasx30013584Projects Unit5/8/14 12:50Why both type of cables have same symbol. Please clarify.New296091PP620004001VAMarkupDesign ErrorElectricalCloudranasx30013584Projects Unit5/8/14 12:50Why it is shown as a broken line while symbols are showing only continues lines.New296092PP620004001VAMarkupDesign ErrorElectricalRectangleranasx30013584Projects Unit5/8/14 12:50Provide ground conductor sizing calculations to verify the conductor sizes. Provide the calculation to verify for the allowable step and touch voltages.New295857PP620001001XAFileClarificationElectricalranasx30013584Projects Unit5/8/14 9:37Cable SchedulePlease clarify that all of those cables are new cables associated with this BI. Please also clarify why there is no cable type and length is specified for Grounding Cables.New296877AP220021001PBMarkupClarificationPipingSticky Notekimcx30003036Consulting Services Department5/11/14 13:15SAES-L-005 was superseded by SAES-L-105 in 2003. SAES-L-005 shall be SAES-L-105, Piping Line Classes.NewThe piping specifications are based on SAES-L-105. However, the standard SPPID border format provided by Saudi Aramco has this issue and cannot be modified by contractor.No Action298232AP220013001PBMarkupDesign PreferenceProcessSticky Notesutarsx30013584Projects Unit5/15/14 8:35Make sure feed CV is located closed to column with minimum distance as motioned in PFDNewNoted, will update drawing to reflect this.Will Comply298261AP220018001PBMarkupDesign PreferenceProcessSticky Notesutarsx30013584Projects Unit5/15/14 9:15Check the uses of plant 20 caustic instead of Truck caustic supply. In current configuration plant 20 is supplying Caustic to all RTR.NewThe evaluation was carried out during DBSP preparation phase by SAFPD and RTR.The BI-10-01330 scope was defined in DBSP to install a new Caustic Dilution and Injection Facility.No Action298267AR727950006P0A2MarkupDesign PreferenceProcessSticky Notesutarsx30013584Projects Unit5/15/14 9:27Take this before plant J87 SRU battery limit.NewClient shall note that the tie-in location for utilities are per DBSP. Refer to sectio 7.11 and 15.2No Action298268AR727950006P0A2MarkupDesign PreferenceProcessSticky Notesutarsx30013584Projects Unit5/15/14 9:27Take this before plant J87 SRU battery limit.NewClient shall note that the tie-in location for utilities are per DBSP. Refer to sectio 7.11 and 15.2No Action298269AR727950006P0A2MarkupDesign PreferenceProcessSticky Notesutarsx30013584Projects Unit5/15/14 9:27Take this before plant J87 SRU battery limit.NewClient shall note that the tie-in location for utilities are per DBSP. Refer to sectio 7.11 and 15.2No Action298270AR727950006P0A2MarkupDesign PreferenceProcessSticky Notesutarsx30013584Projects Unit5/15/14 9:27Take this before plant J87 SRU battery limit.NewClient shall note that the tie-in location for utilities are per DBSP. Refer to sectio 7.11 and 15.2No Action298271AR727950006P0A2MarkupDesign PreferenceProcessSticky Notesutarsx30013584Projects Unit5/15/14 9:27Take this before plant J87 SRU battery limit.NewClient shall note that the tie-in location for utilities are per DBSP. Refer to sectio 7.11 and 15.2No Action298272AR727950006P0A2MarkupDesign PreferenceProcessSticky Notesutarsx30013584Projects Unit5/15/14 9:27Take this before plant J87 SRU battery limit.NewClient shall note that the tie-in location for utilities are per DBSP. Refer to sectio 7.11 and 15.2No Action298273AR727950006P0A2MarkupDesign PreferenceProcessSticky Notesutarsx30013584Projects Unit5/15/14 9:27Take this before plant J87 SRU battery limit.NewStandard SPPID border format provided by Saudi Aramco. It cannot be modified by contractor.No Action299087AP220001001PAMarkupDesign ErrorProcess and Control SystemSticky Notekarandds30010926Process & Control Systems Dept5/18/14 15:24drawing number is required...New299088AP220001001PAMarkupClarificationProcess and Control SystemSticky Notekarandds30010926Process & Control Systems Dept5/18/14 15:24where is FI-10009 on this node. why not FI 1037 used to detect the value failure. what action is expected by operator if valve fails.New299380LP520050001PBMarkupDesign ErrorMechanicalSticky Notemeehanmf30003036Consulting Services Department5/19/14 14:09valves under scope of 04-SAMSSinclude all the applicable 04-SAMSS for the various valve types that will be used and include the associated international codes in the list belowNew299381LP520050001PBMarkupClarificationMechanicalSticky Notemeehanmf30003036Consulting Services Department5/19/14 14:09valves under scope of 04-SAMSSIf you proposing to use API 6A for any valves for this project please provide details on the application, the technical reason for selecting this particular code, and provide valve datasheets for technical review.New299382LP520050001PBMarkupStandard ViolationMechanicalSticky Notemeehanmf30003036Consulting Services Department5/19/14 14:09valves under scope of 04-SAMSSThe proposed wording does not comply with the requirements in the 04-SAMSS for the specific valve type; example: for gate valves covered by 04-SAMSS-001 refer to the applicable requirements in the scope and also refer to section 6.New299383LP520050001PBMarkupStandard ViolationMechanicalSticky Notemeehanmf30003036Consulting Services Department5/19/14 14:09valves under scope of 04-SAMSSThe proposed wording does not comply with the requirements in the 04-SAMSS for the specific valve type; example: for gate valves covered by 04-SAMSS-001 refer to the applicable requirements in the scope and also refer to section 6.New299384LP520050001PBMarkupDesign ErrorMechanicalSticky Notemeehanmf30003036Consulting Services Department5/19/14 14:09valves under scope of 04-SAMSSInclude datasheets for the valves covered under the scope of 04-SAMSS to enable a technical review to be performed.New299385LP520050001PBMarkupDesign ErrorMechanicalSticky Notemeehanmf30003036Consulting Services Department5/19/14 14:09valves under scope of 04-SAMSSThere are several ISS in the package for isolation valves but there are no VDS available in the package and hence no review could be performed on the valves.New299086AP220001001PAMarkupClarificationProcess and Control SystemSticky Notekarandds30010926Process & Control Systems Dept5/18/14 15:24is it recombination? or fact.. what is intend ...New298476EP310046001XBMarkupStandard ViolationMechanicalSticky Noteotaiam1b30003036Consulting Services Department5/15/14 15:15provide all missing infoNew298477EP310046001XBMarkupClarificationMechanicalSticky Noteotaiam1b30003036Consulting Services Department5/15/14 15:15add API661 to this listNew299226AP220001001PAMarkupDesign ErrorProcess and Control SystemSticky Notekarandds30010926Process & Control Systems Dept5/19/14 8:21IS this real cause for high flow, how?.New299227AP220001001PAMarkupClarificationProcess and Control SystemSticky Notekarandds30010926Process & Control Systems Dept5/19/14 8:21add tag.. do you mean FI1024New299228AP220001001PAMarkupClarificationProcess and Control SystemSticky Notekarandds30010926Process & Control Systems Dept5/19/14 8:21where ZV1511?New299294JP720303001WBMarkupDesign ErrorProcess and Control SystemSticky Notekarandds30010926Process & Control Systems Dept5/19/14 9:5615 degNew299295JP720303001WBMarkupDesign ErrorProcess and Control SystemSticky Notekarandds30010926Process & Control Systems Dept5/19/14 9:56revise wording-- modified & fully tested software shall be commission or downloaded in the system during the unit shutdown.New299296JP720303001WBMarkupClarificationProcess and Control SystemSticky Notekarandds30010926Process & Control Systems Dept5/19/14 9:56what about operator.. for new process.New299388JP720302001WBMarkupClarificationProcess and Control SystemSticky Notekarandds30010926Process & Control Systems Dept5/19/14 14:28is any consequences of gas monitoring if ESD system down?New299389JP720302001WBMarkupClarificationProcess and Control SystemSticky Notekarandds30010926Process & Control Systems Dept5/19/14 14:28hope existing time stamping of ESD is synchronised with DCS?New299061QP420028001VBFileStandard ViolationCiviljarlocwa30005504RT Projects Insp Unit5/18/14 14:52Grout below base plateGrout shall be either non-shrink or epoxy grout depending on the specification of equipment being installed in the foundation refer non shrink grout specification with SAES Q 010 and epoxy grout with SAES Q 011NewGrout type is mentioned in Note-11 in this drawing.No Action RequiredNo Action Required299387JP710306001WBMarkupClarificationProcess and Control SystemSticky Notekarandds30010926Process & Control Systems Dept5/19/14 14:24what about future spare?New

Sheet1No Action RequiredWill ComplyClarification RequiredImplementedIn ProgressNo Action Required