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SAUDI ARAMCO ID/PID - 18-MAY-05 - REV 0 (Standards Cutoff - August 2004)

SAUDI ARAMCO INSPECTION CHECKLIST SAIC NUMBER DATE APPROVED QR NUMBER

SAIC-M-1003 18-May-05 CIVIL-

PROJECT TITLE WBS / BI / JO NUMBER CONTRACTOR / SUBCONTRACTOR

EQUIPMENT ID NUMBER(S) EQUIPMENT DESCRIPTION EQPT CODE SYSTEM ID. PLANT NO.

LAYOUT DRAWING NUMBER REV. NO. PURCHASE ORDER NUMBER EC / PMCC / MCC NO.

SCHEDULED INSPECTION DATE & TIME ACTUAL INSPECTION DATE & TIME QUANTITY INSP. MH's SPENT TRAVEL TIMESAUDI ARAMCO USE ONLY

SAUDI ARAMCO TIP NUMBER SAUDI ARAMCO ACTIVITY NUMBER WORK PERMIT REQUIRED?

SAUDI ARAMCO INSPECTION LEVEL CONTRACTOR INSPECTION LEVEL

ACCEPTANCE CRITERIA REFERENCE PASS FAIL N/A RE-INSP DATE

A Location & Depth Inspection

A1

A2

A3

A4 Formwork is not required for fence or post anchor foundations.

A5

A6

A7

A8

A9

A10

A11

A12

A13

A14

Location, Depth of Trench/Boreholes & Elevation for Types I - V Fences Inspection

ITEM No.

General excavation shall be performed after clearing and grubbing has been completed.

SAES-A-114Sec. 7.1

Excavation shall be performed as required by the IFC Drawings to the dimensions, grades, elevations, formwork if required, and with alowance for compaction equipment.

SAES-A-114Sec. 7.2.1

Over-excavated forms shall be back filled or leveled with F'c=2000 psi @ 28 days blinding concrete.

SAES-A-114Sec. 7.2.3

DrawingAC-036680Sht. NO. 1

Corner, end and gate post foundation shall be a minimum 300mm diameter and 1075mm deep for fence types I, II, III and V.

DrawingAC-036680Sht. NO. 1

Special Gate Posts over 175mm O.D. shall have foundations minimum 300mm diameter and 1320mm deep for fence types I, II, III and V.

DrawingAC-036680Sht. NO. 1

Line Post foundations shall be a minimum 250mm diameter and 1075 mm deep for fence types I, II, III and V.

DrawingAC-036680Sht. NO. 1

Brace post foundations shall be a minimum of 250mm diameter and 940mm into the ground measured at the hole centerline for fence types I, II, III and V.

DrawingAC-036680Sht. NO. 1

Type VI fencing posts shall be painted with adhesive, wrapped with one wrap of pipe wrapping, and painted with a top coat of adhesive to extend 25mm above top of concrete and 125mm into the concrete.

DrawingAC-036681Sht. NO. 1

Type VI, corner and gate posts shall have foundations a minimum of 300mm diameter and 650mm into the ground from grade elevation.

DrawingAC-036681Sht. NO. 1

Type VI line posts shall have foundations a minimum of 250mm diameter and 650mm into the ground from grade elevation.

DrawingAC-036681Sht. NO. 1

Type VI Brace posts shall have foundations a minimum of 250mm's diameter and 630mm into the ground measured at the centerline.

DrawingAC-036681Sht. NO. 1

Saudi Aramco Security Fencing only shall have fence anchor blocks minimum 300mm deep and 150mm wide cast from post froundation to post foundation with the top surface flush with grade elevation.

DrawingAC-036680Sht. NO. 1

One 8mm reinforcing bar shall run the full length of the anchor block at the block centerline with 75mm's clearance at the ends for concrete.

DrawingAC-036680Sht. NO. 1

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SAUDI ARAMCO ID/PID - 18-MAY-05 - REV 0 (Standards Cutoff - August 2004)

SAUDI ARAMCO INSPECTION CHECKLIST SAIC NUMBER DATE APPROVED QR NUMBER

SAIC-M-1003 18-May-05 Civil

PROJECT TITLE WBS / BI / JO NUMBER CONTRACTOR / SUBCONTRACTOR

ACCEPTANCE CRITERIA REFERENCE PASS FAIL N/A RE-INSP DATE

A15

B Fencing Details Inspection

B1 The top of the fence shall follow the profile of the ground.

B2

B3

B4

B5

B6

B7

B8

B9

B10

B11

B12

B13

B14

Location, Depth of Trench/Boreholes & Elevation for Types I - V Fences Inspection

ITEM No.

One 8mm reinforcing bar shall run the full length of the anchor block along the block centerline with 75mm's clearance at the ends, 100mm below the top of concrete elevation with triangular projections for connecting the chain link fabric 150mm's from the ends and spaced at 600mm on center in between. Turn downs shall exist at the ends, 150mm's long.

DrawingAC-036680Sht. NO. 1

DrawingAA-036677Sht. NO. 1

Corner panels, panels on either sides of gates and tensioning panels shall have a brace rail at the fencing centerline and a diagonal truss rod running from post foundation to the brace rail.

DrawingAA-036677Sht. NO. 1

The fences' wire fabric shall extend from 25mm clear of grade elevation to 2425 mm's up from grade elevation.

DrawingAA-036677Sht. NO. 1

Seven (7) bar bands shall be used to connect the fences wire fabric at corner posts, line posts, end and gate posts. They shall be spaced at 360mm's on center on corner end and gate posts and 350mm on line posts.

DrawingAA-036678Sht. NO. 1

Security Fencing types II and III shall have double corner extension arms with 6 strands of barbed wire on the tops of all corner posts.

DrawingAA-036678Sht. NO. 1

Security Fencing types II and III shall have double extension arms with 6 strands of barbed wire on the tops of all line posts.

DrawingAA-036678Sht. NO. 1

Security Fencing types II and III gate posts shall have three (3) type I bands for connecting the barbed wire at top.

DrawingAA-036678Sht. NO. 1

Security Fencing Type II shall have double corner post extensions for connecting the barbed wire.

DrawingAA-036678Sht. NO. 1

Type IV shall have single corner and line post extensions for supporting 3 strands of barbed wire at 450 from horizontal.

DrawingAA-036678Sht. NO. 1

Winding brackets shall be provided for connecting top and bottom tensioning wires for fence types III, IV and V, plus at the bottoms only for type II fencing.

DrawingAA-036678Sht. NO. 1

Type I bands shall be provided to connect 10mm diameter truss rods, top, bottom and brace rails.

DrawingAA-036678Sht. NO. 1

Gates shall be provided with at least 2 hinges per leaf, more as required by IFC Drawings or specifications.

DrawingAB-036679Sht. NO. 1

Gate leaves shall be provided with latches, fork catch bars, lock keepers, strecher bars for wire fabric, plunger rods, hook bolts and diagonal truss rods.

DrawingAB-036679Sht. NO. 1

Walk gates shall have a top rail and any barbed wire shall be continuous over the top of the walk gate.

DrawingAB-036679Sht. NO. 1

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SAUDI ARAMCO ID/PID - 18-MAY-05 - REV 0 (Standards Cutoff - August 2004)

SAUDI ARAMCO INSPECTION CHECKLIST SAIC NUMBER DATE APPROVED QR NUMBER

SAIC-M-1003 18-May-05 Civil

PROJECT TITLE WBS / BI / JO NUMBER CONTRACTOR / SUBCONTRACTOR

ACCEPTANCE CRITERIA REFERENCE PASS FAIL N/A RE-INSP DATE

Location, Depth of Trench/Boreholes & Elevation for Types I - V Fences Inspection

ITEM No.

REFERENCE DOCUMENTS:

1- SAES-A-114 -- Excavation and Backfill, 28 April 2004

2- AC-036681, Sht. 1 -- Perimeter Fencing for Onshore Helipads, Footing Details, Type IV Fence, 1 June 1992

3- AC-036680, Sht. 1 -- Saudi Aramco Security and General Fencing, Footing Details, 3 March 1997

4- AA-036679, Sht. 1 -- Saudi Aramco Security and General Fencing, Gate Details, 4 February 1990

5- AA-036678, Sht. 1 -- Saudi Aramco Security and General Fencing, Post and Fabric Details, 4 January 1990

6- AB-036677, Sht. 1 -- An Overview (Architectural), Saudi Aramco Security and General Purpose Fencing, 2 March 1990

Contractor / Third-Party Saudi Aramco

Name, Initials and Date:Work is Complete and Ready for Inspection:

Name, Initials and Date:T&I Witnessed QC Record Reviewed Work Verified

QC Inspector PID Representative

Name, Initials and Date:Performed Inspection Work / Rework May Proceed

Name, Initials and Date:T&I Witnessed QC Record Reviewed Work Verified

QC Supervisor Proponent and Others

Name, Sign and Date: Quality Record Approved: T&I Witnessed QC Record Reviewed Work Verified

*Person Responsible for Completion of Quality Work / Test Y = YES N = NO F = FAILED

REMARKS:

Construction Representative* PMT Representative

Name, Organization,Initials and Date: