03 OXAGON NEOM Industrial City NEOM Saudi Arabia MAIL TYPE Workflow Transmittal MAIL NUMBER PAR-WTRAN-391988 REFERENCE NUMBER PAR-WTRAN-391988 Final (WF-160422) 4800001134/000 - Method Statement For Bitumin Coating & Membrane Sheet Installation From Mr Ossama Mohamed - SAUDI ARABIAN PARSONS LIMITED To (4) Cc (6) Sent Tuesday, 9 September 2025 2:21:28 PM AST (GMT +03:00) Status N/A ARUN TITUS - NEOM - Projects (+3 more...) Mr 4800001134 BYT - ABYATONA (+5 more...) DOCUMENT ATTACHMENTS (2) ( 0 selected) File Document No Revision Revision Date Title Status 03-150000-4800001134-BYT-CIV-CRS- 000100 03 29/04/2025 4800001134/000 - Method Statement For Bitumin Coating & Membrane Sheet Installation A - Work May Proceed 03-150000-4800001134-BYT-CIV-MST- 000012 03 29/04/2025 4800001134/000 - Method Statement For Bitumin Coating & Membrane Sheet Installation A - Work May Proceed MESSAGE Workflow Review History The attached documents have completed the "4800001134/000 - Method Statement For Bitumin Coating & Membrane Sheet Installation" workflow with the following results : This transmittal was automatically generated. Doc No Step Participant Review Outcome Comments 03-150000-4800001134-BYT-CIV-CRS- 000100 Health & Safety D Benjamin A - Work May Proceed Environment A TITUS E - Review Not Required - Proceed Senior Construction Manager O Mohamed A - Work May Proceed 03-150000-4800001134-BYT-CIV-MST- 000012 Health & Safety D Benjamin A - Work May Proceed Environment A TITUS E - Review Not Required - Proceed Senior Construction Manager O Mohamed A - Work May Proceed 22/10/2025, 01:58 Aconex https://ksa1.aconex.com/hub/index.html 1/1 File name: NEOM - NLF - FRM 002.02 Method Statement Printed: 29 April 2025 Method Statement for Bitumen Coating & Membrane Sheet Installation MS serial no. Rev. Sheet no. 03 - 150000 - 4800001134 - BYT - CIV - MST - 0000012 0 3 1 of 16 Project name: CONSTRUCTION AND EXTENTION OF BOX CULVERTS UNDER HW - 55 Neom Project no. 4800001134 Location or site: NEOM - OXAGON Date of prep’n: Organisation to o d work: ABYATONA Contractor’s ref. Description of work to be done: Give a brief scope of the work covered by this method statement Bituminous Coating & Membrane Sheet Installation This Method Statement includes the procedures to be applied for all Bitumen Coating & Membrane Sheet Installation as per supplier recommendations and project specs. The purpose of a method statement is to ensure that the entire workforce has a clear understanding of the task ahead and can c learly identify and mitigate against any potential hazards Workforce representatives consulted during the preparation of this method statement: M Khurram Hammad Ahmad Ahamed Mashoor QA/QC Manager OHS Manager Project Manager Role Name Role or area of responsibility Date of visit to work location Signed Date Author: Waseem Anwar Qc Inspector Reviewer *: Shamas ul din QA/QC supervisor Specialist reviewer: (if required) M Khurram QA/QC Manager The distribution list for method statement: I. Contractor II. Subcontractor III. Safety Team Table of Contents: 1. SCOPE ................................ ................................ ................................ ................................ .................. 2 2. PURPOSE ................................ ................................ ................................ ................................ .............. 2 3. REFERENCES ................................ ................................ ................................ ................................ ....... 2 4. DEFINITIONS ................................ ................................ ................................ ................................ ........ 2 5. RESOURCES, ROLES, AND RESPONSIBILITIES ................................ ................................ ................. 3 6. METHODOLOGY FOR BITUMEN COATING ................................ ................................ ......................... 8 7. METHODOLOGY FOR POLYFLAME MEMBRANE ................................ ................................ ............. 10 8. SAFETY RULES ................................ ................................ ................................ ................................ .. 11 10. SAFTY RISK ASSESSMENT ................................ ................................ ................................ ............. 20 11.08.2025 11.08.2025 11.08.2025 11.08.2025 11.08.2025 11.08.2025 11.08.2025 File name: NEOM - NLF - FRM 002.02 Method Statement Printed: 29 April 2025 Method Statement for Bitumen Coating & Membrane Sheet Installation MS serial no. Rev. Sheet no. 03 - 150000 - 4800001134 - BYT - CIV - MST - 0000012 0 3 2 of 16 Project name: CONSTRUCTION AND EXTENTION OF BOX CULVERTS UNDER HW - 55 Neom Project no. 4800001134 Location or site: NEOM - OXAGON Date of prep’n: Organisation to o d work: ABYATONA Contractor’s ref. 1. 1. SCOPE This method statement is for Bituminous Coating & Membrane Sheet Installation , Order No. 4800001134/WO - 1134 , Construction and Extension of Box Culverts Under HW 55. This method statement outlines the procedures for Bituminous Coating & Membrane Sheet Installation works, including assessment, preparation, and finishing. 2. PURPOSE The purpose of this procedure is to provide minimum requirements and methods for Bit uminous Coating & Membrane Sheet Installation of Construction and Extension of Box Culverts Under HW 55 . It should in accordance with standards, codes, and related specifications. All works related to this Method Statement shall be executed in accordance w ith the approved procedure. To ensure that all work will be executed safely and in accordance with the contract requirements and that all quality assurance/control activities are conducted in a systematic manner, works are inspected, and conformance is verified and documented. 3. REFERENCES • N E O M - N L F - S T D - 0 0 6 . 0 1 R e v 0 3 . 0 0 Projects Health and Safety Assurance Standard • Project Health & Safety Plan ( 03 - 150000 - 4800001134 - BYTHSE - PLN - 000008) • Emergency Response Plan ( 03 - 150000 - 4800001134 - BYT - HSE - PLN - 000009) • Neom Contract Agreement - 4800001134/134 • Neom Project Specification. • ASTM: AMERICAN SOCIETY FOR TEST AND MATERIAL • Approved IFC drawings • NEOM Quality MS Procedures • Approved Project Quality Plan (PQP) • NEOM Schedule Q NEOM - NEN - SCH - 002 Rev 0 3 • Quality Management System Requirements ISO 9001 & 9001: 2015 • Inspection & Testing Plan • Approved Construction Environmental & Social Management 4. DEFINITIONS In this Method Statement (as hereinafter defined) the following words and ex pressions shall have the meanings hereby assigned to them. ASTM American Society for Testing and materials AWS American Welded Society BS British Standard CESMP Construction Environmental Social Management Plan CONCRETE is a composite material that consists of a 11.08.2025 File name: NEOM - NLF - FRM 002.02 Method Statement Printed: 29 April 2025 Method Statement for Bitumen Coating & Membrane Sheet Installation MS serial no. Rev. Sheet no. 03 - 150000 - 4800001134 - BYT - CIV - MST - 0000012 0 3 3 of 16 Project name: CONSTRUCTION AND EXTENTION OF BOX CULVERTS UNDER HW - 55 Neom Project no. 4800001134 Location or site: NEOM - OXAGON Date of prep’n: Organisation to o d work: ABYATONA Contractor’s ref. mixture of hydraulic cement, aggregates, and water, with or without admixtures, fibers, or other cementation materials. 11.08.2025 File name: NEOM - NLF - FRM 002.02 Method Statement Printed: 29 April 2025 Method Statement for Bitumen Coating & Membrane Sheet Installation MS serial no. Rev. Sheet no. 03 - 150000 - 4800001134 - BYT - CIV - MST - 0000012 0 3 4 of 16 Project name: CONSTRUCTION AND EXTENTION OF BOX CULVERTS UNDER HW - 55 Neom Project no. 4800001134 Location or site: NEOM - OXAGON Date of prep’n: Organisation to o d work: ABYATONA Contractor’s ref. HSE Health Safety Environment ITP Inspection and Test Plan PQP Project Quality Plan ABYATONA ABYATONA Development Contracting Company SBC Saudi Building code Client “NEOM” The Consultant means the firm or company named by the Client to act as ‘Consultant’ for the design and supervision of construction, who is PARSONS including its representatives, successors, and permitted assigns. The Contractor means ABYATONA has been nominated by the Client and the legal successors to execute work. T.S Technical Specification. The Subcontractor means any company who will execute a particular part of the work under control and supervision of the Main Contractors. WIR Work Inspection Request Form 5. RESOURCES, ROLES, AND RESPONSIBILITIES 5.1 PROJECT MANAGER: • ABYATONA project manager has the overall responsibility for ensuring that the Project Team are performing in accordance with the requirements of the Contract Agreement between the Client and ABYATONA, requiring strict compliance with: Contract Specifications, Contract Drawings, Approved Workshop Drawings, Approved Method Statement, Approved Safety Plan, QA/QC Procedures and with this Method Statement. His responsibilities include as: • Ensuring adherence with ABYATONA Company Policies. • Managing site project activities on behalf of the ABYATONA. • Esta blishing project requirements, policies, organization, and schedule. Monitoring project’s progress and quality, approving a final resolution of all items of non - conformance. • Approving all subcontracts. • Ensuring implementation of the ABYATONA QA/QC Program. • Issuing all project directives. 11.08.2025 File name: NEOM - NLF - FRM 002.02 Method Statement Printed: 29 April 2025 Method Statement for Bitumen Coating & Membrane Sheet Installation MS serial no. Rev. Sheet no. 03 - 150000 - 4800001134 - BYT - CIV - MST - 0000012 0 3 5 of 16 Project name: CONSTRUCTION AND EXTENTION OF BOX CULVERTS UNDER HW - 55 Neom Project no. 4800001134 Location or site: NEOM - OXAGON Date of prep’n: Organisation to o d work: ABYATONA Contractor’s ref. • Managing project’s costs. • Initiating and negotiating with NEOM for all change orders and / or work requests and signing change order and / or work requests. • Preparing, approving and submitting progress reports to the NEOM. • Having final authority on all sit e project activities 5.2 CONSTRUCTION MANAGER: • The Construction Manager controls and coordinates all work activities carried out in the construction site. His responsibilities as: • Establishment and implementation of work procedures for the execution of work • Review detailed construction schedule including redefinition of priorities where necessary • Control and coordination of the work entrusted to Sub - contractors • Planning and scheduling of the work force and equipment • Planning and scheduling of the work force and equipment • Preparation of data required for compilation of the Work Progress Report • Preparation of the change order proposals • Responsible to verify existing utilities within the proximity of the proposed work, responsible for assuring notification of the Utility owner if utility hit occurs. 5.3 TECHNICAL MANAGER: • ABYATONA Technical Manager has the responsibility for ensuring that the Project Drawings, Workshop Drawings and Method Statement of all the works have been prepared in accordance with the requirements and fully coordinated with the other parallel activities. 5.4 SITE ENGINEERS: • Co - ordinate all the site activities required for the execution of Work according to the contract. • Liaise with site representatives of Client and Engineer to co - ordinate safety procedures. • Co - ordinate and explain the work to be carried out to the Supervisors /Site Foreman. • Ensure the compliance of works with the related approved Quality Control Plan. • Responsible to verify existing utilities within the proximity of the proposed work, responsible for assuring notification of the Utility owner if utility hit occurs 5.5 QUALITY MANA GER: • Representing the project for all quality matters. • Developing and maintaining the Project Quality Plan. • Verifying implementation and adherence with QA/QC. • Quality Procedures and / or work instruction. • Preparation of new procedures and / or work instructions. • Reporting items of non - conformance to the Project Manager. • Reporting on the corrective action / resolution of non - conformance. • Verifies program implementation by conducting project specific audits. • Liaison with NEOM / Parsons to coordinate and assist in NEOM audits, 11.08.2025 File name: NEOM - NLF - FRM 002.02 Method Statement Printed: 29 April 2025 Method Statement for Bitumen Coating & Membrane Sheet Installation MS serial no. Rev. Sheet no. 03 - 150000 - 4800001134 - BYT - CIV - MST - 0000012 0 3 6 of 16 Project name: CONSTRUCTION AND EXTENTION OF BOX CULVERTS UNDER HW - 55 Neom Project no. 4800001134 Location or site: NEOM - OXAGON Date of prep’n: Organisation to o d work: ABYATONA Contractor’s ref. surveillance, inspections and approvals. • Establishing, maintaining and overseeing the document control and record keeping function. • Establishing, maintaining and overseeing the Non - destructive Testing and Wild Engineering functions. • Quality Monthly Report Preparation. • Evaluation of Suppliers/ Sub - Contractor’s Quality Systems. • Procurement and Project Inspection, witnessing and monitoring in accordance with the approved inspection and test plan. 5.6 ENGINEER / INSPECTOR: • Duties and responsibilities of QA/QC Inspector could be typically enumerated as follows: • Ensure compliance with the requirements of the contract scope of work, technical specifications and contract quality plan. • Conduct quality control inspection tasks in accordance with the requirements of the established inspection plans. • Initiate WIR after verification of activities to be offered for Inspection. • Signs and dates inspection reports for those inspection steps performed. • Provides final acceptance sign - off of all prescribed inspection reports attesting to the completeness of the project. • Calibration and use of the necessary measuring and test. • Coordinate for the third party agency for the required test. • Initiate preparation of the job site quality control records. • Reporting both verbally and in writing any non - conformance discovered. • Reporting daily a descriptive of each day’s work. • Conduct weekly QA/QC Tool meeting. 5.7 CHIEF SURVEYOR • Carry out a pre - construction survey to fix the locations and corresponding elevations as per the approved shop draw ings. • Ensure quality and compliance during phases of surveying works and the regular checking of the surveying equipment or periodic calibration from third parties. • Ensure the validity and serial number of calibration certificates are available and posted in the survey equipment. • Ensure proper safety guarding of surveying equipment. • To maintain the records of all surveying equipment handled. 5.8 SURVEYOR • ABYATONA Surveyor under the direction of the nominated chief surveyor has the responsibility to check the established main reference and check levels at regular intervals. 5.9 SUPERVISORS / FOREMEN • ABYATONA Supervisors have the direct overall responsibility for the supervision of their allocated area including the direct supervision of the fixers and labors involved and the strict implementation of safety rules and procedures. 5.10 SAFETY MANAGER: • Establish and communicate safety rules and standards to all employees and 11.08.2025 File name: NEOM - NLF - FRM 002.02 Method Statement Printed: 29 April 2025 Method Statement for Bitumen Coating & Membrane Sheet Installation MS serial no. Rev. Sheet no. 03 - 150000 - 4800001134 - BYT - CIV - MST - 0000012 0 3 7 of 16 Project name: CONSTRUCTION AND EXTENTION OF BOX CULVERTS UNDER HW - 55 Neom Project no. 4800001134 Location or site: NEOM - OXAGON Date of prep’n: Organisation to o d work: ABYATONA Contractor’s ref. contractors. • Provide appropriate resources, tools, and training for employees. • Award contracts using safety, health, and environmental criteria. • Conduct and document safety meetings. • Conduct inspections and tours regularly to maintain facilities in a safe condition. • Correct unsafe acts and conditions promptly. • Maintain facility emergency plans and conduct regular emergency drills. • Investigate injuries, spills, and other incidents and promptly provide corrective actions. • Review organization and employee safety performance periodically and provide feedback. • Responsible to verify existing utilities within the proximity of the proposed work, responsible for assuring notification of the Utility owner if utility hit occurs. 5.11 SAFETY SUPERVISOR: • Responsible and accountable for their team’s health and safety performance. • Conduct informal health and safety meetings with their employees at least monthly. • Enforce all safe systems of work procedures that has been issued; • Report to the Safety Manager any weaknesses in the safe system of work procedures or any actions taken to revise such procedures. These weaknesses may be revealed by either health and safety risk assessments or observations; • Report any jobs that are not covered by safe systems of work procedures to the Safety Manager; • Review any unsafe acts and conditions and either eliminate them or report them to the S afety Manager. • Instruct employees in relevant health and safety rules, make records of this instruction and enforce all health and safety rules and procedures. • Make daily inspections of assigned work areas and take immediate steps to correct any unsafe or unsatisfactory conditions, report to Safety Manager those conditions that cannot be immediately corrected and instruct employees on housekeeping standards. • Instruct employees that tools/equipment are to be inspected before each use equipment. Record any in fringements of the PPE policy; Doc • In the case of a serious injury, ensure that the injured employee receives prompt medical attention, isolate the area and the equipment as necessary, and immediately report the incident to the Safety Manager. • In case of a dangerous occurrence, the Supervisor should take immediate steps to correct any unsafe condition and, if necessary, isolate the area and the equipment. As soon as possible, details of the incident and any action taken should be reported to the Safety Mana ger. • Investigate all accidents, serious incidents, and cases of ill health involving employees in assigned work areas. Immediately after an accident, complete the accident report form and submit it to the Safety Manager for onward submission to the health and safety adviser. A preliminary investigation report 11.08.2025 File name: NEOM - NLF - FRM 002.02 Method Statement Printed: 29 April 2025 Method Statement for Bitumen Coating & Membrane Sheet Installation MS serial no. Rev. Sheet no. 03 - 150000 - 4800001134 - BYT - CIV - MST - 0000012 0 3 8 of 16 Project name: CONSTRUCTION AND EXTENTION OF BOX CULVERTS UNDER HW - 55 Neom Project no. 4800001134 Location or site: NEOM - OXAGON Date of prep’n: Organisation to o d work: ABYATONA Contractor’s ref. and any recommendations for preventing a recurrence should be included on the accident report form. • Check for any changes in operating practices, procedures, and other conditions at the start of each shift/day and before relieving the on duty Supervisor. A note should be made of any health and safety - related incidents that have occurred since their last working period; • Make a quick check to determine any absentees at the start of each shift/day. Report any absentees to the Safety Ma nager. • Make daily spot checks and take necessary corrective action regarding housekeeping, unsafe acts or practices, unsafe conditions, job procedures, and adherence to health and safety rules. • Attend all scheduled and assigned health and safety training meetings. • Act on all employee health and safety complaints and suggestions. • In their assigned area, maintain health and safety signs and notice boards in a clean and legible condition. 5.12 SAFETY OFFICER • Responsible for monitoring and assessing hazardous and unsafe situations. • Developing measures to assure personnel safety. • Correct unsafe acts or conditions through the regular line of authority. • Exercise emergency authority to prevent or stop unsafe acts when immediate action is required. • Maintains awareness of active and developing situations. • Ensures there are safety messages in each Incident Action Plan. • Participate in planning meetings to identify any health and safety concerns inherent in the operations daily work - plan. • Review the Incident Action Plan for safety implications. • Investigate accidents that have occurred within incident areas. • Ensure preparation and implementation of Site Safety and Health Plan (SSHP). • Inspects the site to ensure it is a hazard - free environment. • Conducts tool meetings. • Reviews and approves all subcontractors’ safety plans. • Verifies that injury logs and reports are completed and submitted to Client representative. • Verifies that all tools and equipment are adequate and safe for use. • Promotes safe practices at the job site. • Enforces safety guidelines. • Trains and carries out drills and exercises on how to manage emergency situations. • and make spot checks of tools / equipment’s condition. • Instruct each new employee personally on job health and safety requirements in assigned work areas. • Provide on - the - job instruction on the safe and efficient performance of assigned jobs for all employees in the work area. • Report any apparent employee health problems to the Safety Manager. • Enforce PPE requirements, make spot checks to determine that protective equipment is being used and periodically appraise the condition of the 11.08.2025 File name: NEOM - NLF - FRM 002.02 Method Statement Printed: 29 April 2025 Method Statement for Bitumen Coating & Membrane Sheet Installation MS serial no. Rev. Sheet no. 03 - 150000 - 4800001134 - BYT - CIV - MST - 0000012 0 3 9 of 16 Project name: CONSTRUCTION AND EXTENTION OF BOX CULVERTS UNDER HW - 55 Neom Project no. 4800001134 Location or site: NEOM - OXAGON Date of prep’n: Organisation to o d work: ABYATONA Contractor’s ref. Conducts investigations of all accidents and near - misses. • Reports to concerned authorities as requested or mandated by regulations. • Conducts job hazard analysis. • Establishes safety standards and policies as needed. • Watches out for the safety of all workers and works to protect them from entering hazardous situations. • Responds to employees’ safety concerns. • Coordinates registration and removal of hazardous waste. • Receives reports from and responds to orders issued by Client. • Arranges for OSHA mandated testing and/or evaluations of the workplace by external agencies/consultants. • Support the development of OHS policies and programs. • Advise and instruct on various safety - related topics (noise levels, use of machinery etc.). • Conduct risk assessment and enforce preventative measures. • Review existing policies and measures and update according to legislation. • Initiate and organize OHS training of employees and executives. • Inspect premises and the work of personnel to identify issues or non - conformity (e.g. not using protective equipment) • Oversee installations, maintenance, disposal of substances etc. • Stop any unsafe acts or processes that seem dangerous or unhealthy. • Record and investigate inciden ts to determine causes and handle worker’s compensation claims • Prepare reports on occurrences and provide statistical information to upper management. • Carry out PTW Monitoring and review. 5.13 NURSE ROLE & RESPONSIBILITIES • Develop and implement health and safet y programs. • Provide emergency treatment in the workplace. • Administer over - the - counter medication to employees. • Create a clean, and comfortable sickbay area. • Promote healthy eating and wellness programs. • Document all employee injury and illness and keep this information confidential. • Improve the health of employees through on - going programs and health checks. • Develop strategies to ensure maximum employee work input. • Communicate with management on a regular basis. 5.14 EMPLOYEE (WORKER) • Comply with applicable rules, standards, and safe work practices. • Communicate safety rules and standards to contractors and coworkers. • Correct or report unsafe acts or conditions. • Maintain knowledge of safety requirements, including emergency response actions. • Participate in safety meetings. • Operate, inspect, and maintain facilities in a safe condition. 11.08.2025 File name: NEOM - NLF - FRM 002.02 Method Statement Printed: 29 April 2025 Method Statement for Bitumen Coating & Membrane Sheet Installation MS serial no. Rev. Sheet no. 03 - 150000 - 4800001134 - BYT - CIV - MST - 0000012 0 3 10 of 16 Project name: CONSTRUCTION AND EXTENTION OF BOX CULVERTS UNDER HW - 55 Neom Project no. 4800001134 Location or site: NEOM - OXAGON Date of prep’n: Organisation to o d work: ABYATONA Contractor’s ref. • Report injuries, spills, unsafe conditions, near misses, and incidents immediately. • Assist in incident investigations as necessary. 5.15 CONTRACTOR RESPONSIBILITIES • Ensure that contractor employees and their subcontractors are trained in safety rules and standards and are competent in their craft or skill. • Comply with all safety rules and standards, policies, and procedures. • Report injuries, spills, unsafe acts and conditions, near misses, and incidents immediately to the Client person in charge. • Operate equipment only with proper authorization. • Hold pre - job meetings and other safety meetings during job execution. 6. METHODOLOGY FOR BITUMEN COATING 6.1 MATERIAL STORAGE AND HANDLING • Material shall be stored in a cool place and avoid contact with direct sunlight • Material shall be placed in a way to avoid the contact with ground soil • Material shall not exposed to the fire or naked flame in any circumstances. • Material safety data sheet (SDS) shall be followed for safety and handling recommendations. • The material damaged during transportation, handling, or storing shall not be used at the site. 6.2 TOOLS • Paint roller • LPG Gas Cylinder • Trowels • Cutters 6.3 SURFACE PREPARATION • Surface / Substrate preparation is the most important for bituminous protective coating before application. • The concrete surface / substrate shall be clean and free from contamination such as dust, oil, grease, organic growth and release agent etc. • The surface shall be free from standing water. • All loosely adhering particles such as rust, mortar and cement laitance shall be removed. • The surface would be cleaned by wire or stiff brushing and finally soft brushing or air blowing. • Cracks greater than 1.6mm wide shall be rout out. • A plastic sheet (polyethylene, ~18" × 18") is tightly taped to the concrete surface. • After 16 hours , the sheet is removed, and the underside is inspected for condensation. • Visible moisture indicates high moisture levels in the concrete. 11.08.2025 File name: NEOM - NLF - FRM 002.02 Method Statement Printed: 29 April 2025 Method Statement for Bitumen Coating & Membrane Sheet Installation MS serial no. Rev. Sheet no. 03 - 150000 - 4800001134 - BYT - CIV - MST - 0000012 0 3 11 of 16 Project name: CONSTRUCTION AND EXTENTION OF BOX CULVERTS UNDER HW - 55 Neom Project no. 4800001134 Location or site: NEOM - OXAGON Date of prep’n: Organisation to o d work: ABYATONA Contractor’s ref. 6.4 APPLICATION OF BITUMINOUS PROTECTIVE COATING • Comply with manufacturer's written recommendations unless more stringent requirements are indicated or required by Project conditions to ensure satisfactory performance of damp proofing. • Two coats of bituminous protective co ating shall be done under competent personnel’s supervision and as per manufacturer recommendation. • The material will be stirred thoroughly to mix any solid materials that may have settled at the bottom of the packing, until a homogeneous consistency is ac hieved. • After thoroughly mixing, first coat of bitumen emulsion protective coating, shall be applied with brushes or roller in a continuous uniform coating. • At least 4 hours drying time shall be allowed between the coats. • Second coat shall be applied in the same manner. • The theoretical coverage rate is 0.4 to 0.6 L/m2, as per manufacturer recommendation. • The DFT thickness is 500 micron as per approved ITP / manufacturer recommendation. • Adequate ventilation shall be provided (if required) • Application of waterproofing system shall be done by experienced and competent personnel. • Unauthorized entry shall be restricted to the water proofing area. • Prior to concealing of the waterproofing inspection shall be raised for engineer approval. • All subsequence works shall be carried out only after getting written approval. 6.5 CURING OF PROTECTIVE COATING • At least 24 hours shall be allowed to dry prior to start the next activity (before backfilling or covering) as per manufacturer recommendation. 6.6 CLEANING • Remove damp proofing materials from surfaces not intended to receive damp proofing. • Clean all tools and equipment immediately after use with water. 11.08.2025 E 753,392.656 N 3,048,477.975 T.O.S + 21.983 E 753,394.080 N 3,048,474.887 T.O.S + 21.983 E 753,442.913 N 3,048,459.436 T.O.S + 21.983 E 753,439.848 N 3,048,458.023 T.O.S + 21.983 CL CL 20 20 30000 30000 40000 40000 50000 20 E 753,514.929 N 3,048,796.815 T.O.S + 28.038 E 753,514.922 N 3,048,796.796 T.O.S + 28.039 E 753,501.075 N 3,048,759.270 T.O.S + 27.747 E 753,501.068 N 3,048,759.252 T.O.S + 27.747 E 753,487.221 N 3,048,721.726 T.O.S + 27.456 E 753,487.214 N 3,048,721.707 T.O.S + 27.456 E 753,476.829 N 3,048,693.562 T.O.S + 27.238 E 753,476.822 N 3,048,693.544 T.O.S + 27.238 E 753,456.035 N 3,048,637.209 T.O.S + 26.801 E 753,438.726 N 3,048,590.302 T.O.S + 26.437 E 753,438.718 N 3,048,590.284 T.O.S + 26.439 E 753,428.333 N 3,048,562.139 T.O.S + 26.219 E 753,417.941 N 3,048,533.976 T.O.S + 26.000 E 753,407.548 N 3,048,505.813 T.O.S + 25.782 E 753,417.934 N 3,048,533.957 T.O.S + 26.000 E 753,428.326 N 3,048,562.121 T.O.S + 26.219 30000 20 27335 30000 E 753,557.053 N 3,048,781.271 T.O.S + 28.038 E 753,557.046 N 3,048,781.252 T.O.S + 28.039 E 753,525.710 N 3,048,839.699 T.O.S + 24.729 E 753,528.796 N 3,048,841.123 T.O.S + 24.729 E 753,549.847 N 3,048,826.593 T.O.S + 24.729 E 753,574.557 N 3,048,824.237 T.O.S + 24.729 E 753,575.971 N 3,048,821.173 T.O.S + 24.729 E 753,528.776 N 3,048,834.340 T.O.S + 28.329 E 753,570.900 N 3,048,818.797 T.O.S + 28.329 E 753,543.199 N 3,048,743.727 T.O.S + 27.747 E 753,543.192 N 3,048,743.708 T.O.S + 27.747 E 753,529.338 N 3,048,706.163 T.O.S + 27.456 E 753,529.345 N 3,048,706.182 T.O.S + 27.456 E 753,518.946 N 3,048,678.000 T.O.S + 27.238 E 753,518.953 N 3,048,678.019 T.O.S + 27.238 E 753,501.628 N 3,048,631.068 T.O.S + 26.874 E 753,501.637 N 3,048,631.093 T.O.S + 26.877 E 753,486.052 N 3,048,588.855 T.O.S + 26.547 E 753,470.450 N 3,048,546.577 T.O.S + 26.219 E 753,470.457 N 3,048,546.596 T.O.S + 26.219 E 753,460.057 N 3,048,518.413 T.O.S + 26.000 E 753,460.064 N 3,048,518.433 T.O.S + 26.000 E 753,449.672 N 3,048,490.269 T.O.S + 25.782 E 753,419.150 N 3,048,472.402 T.O.S + 21.985 40000 20 20 20 20 20 1 700102 4 700102 E 753,456.043 N 3,048,637.232 T.O.S + 26.801 E 753,471.628 N 3,048,679.469 T.O.S + 27.129 E 753,471.622 N 3,048,679.451 T.O.S + 27.128 E 753,486.043 N 3,048,588.832 T.O.S + 26.546 E 753,398.079 N 3,048,480.150 T.O.S + 25.585 E 753,440.203 N 3,048,464.607 T.O.S + 25.585 45000 15000 20 A B C D E F G H I J K 1. UNLESS OTHERWISE INDICATED, ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS IN METERS. 2. THIS DRAWINGS MUST BE READ IN CONJUNCTION WITH OTHER DISCIPLINE DRAWINGS AND SPECIFICATIONS 3. ALL COORDINATES SHOWN ARE RELATIVE TO UTM - WGS 84 COORDINATE SYSTEM. 4. ALL ELEVATIONS PROVIDED ARE RELATIVE TO EGM 2008 DATUM. 5. THE CLASSES OF CAST - IN - SITU/ PRECAST CONCRETE ARE BASED ON 28 DAYS MINIMUM COMPRESSIVE CYLINDRICAL/ CUBIC STRENGTH AND ARE AS FOLLOWS: A. TUNNELS/ JUNCTIONS TYPICALLY: fc/fcu = 45/55 MPa B. CONCRETE BLINDING/ MASS CONCRETE: fc/fcu = 16/20 MPa C. ALL SHARP EDGES TO BE CHAMFERED 25x25mm. D. CONCRETE BLINDINGS IS TO BE A MINIMUM OF 100mm THICK UNDER ALL REINFORCED ELEMENTS. E. CEMENT TYPE - I PLUS POZOLANA OR SLAG CEMENT SHALL BE USED IN CONCRETE MIX DESIGN. F. MAXIMUM AGGREGATE SIZE = 20mm 6. CONCRETE COVER 75 MM 7. CONCRETE FINISH TO FORMED SURFACE : ALL EXPOSED FACES CLASSF3 ALL OTHER FACES CLASS F1 8. CONCRETE FINISH TO UNFORMED SURFACES: ALL EXPOSED FACES CLASS U2 ALL OTHER FACES CLASS U1 WATERPROOFING CONSTRUCTION JOINT EXPANSION JOINT GEOTEXTILE LEGENDS: B.O.S = BOTTOM OF SLAB T.O.S = TOP OF SLAB T.O.C = TOP OF CONCRETE T.O.Scr = TOP OF SCREED T.O.B = TOP OF BLINDING B.O.B / Formation Levels = BOTTOM OF BLINDING CL = CENTER LINE POLYTHENE SHEET 150mm THK. BLINDING CONCRETE & Scr AS PER THE APPROVED WATERPROOFING SYSTEM C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J 50 C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J C.J 2300 WATERPROOFING SYSYTEM AS PER APPROVED MATERIALS, MS, BY APPROVED MANUFACTURER 900 3500 900 3500 900 3500 900 3500 900 3500 900 3500 900 3500 900 3500 900 3500 900 3500 900 600 3000 600 4200 350 350 T.O.S + 28.038 T.O.S + 27.747 T.O.S + 27.456 T.O.S + 27.238 T.O.S + 25.782 T.O.S + 26.000 T.O.S + 26.219 T.O.S + 26.437 T.O.S + 26.626 T.O.S + 26.953 INLET T.O.S + 28.329 INLET B.O.S + 24.129 INLET T.O.S + 24.729 INLET B.O.S + 27.729 B.O.S + 24.438 B.O.S + 24.147 B.O.S + 23.856 B.O.S + 23.638 B.O.S + 22.837 B.O.S + 22.619 B.O.S + 22.400 B.O.S + 22.182 B.O.S + 23.353 B.O.S + 23.026 OUTLET T.O.S + 25.585 OUTLET T.O.S + 21.385 OUTLET T.O.S + 21.985 OUTLET B.O.S + 24.985 GAYAL - DIA 2000mm GAYAL - DIA 2000mm FUTURE LINE - DIA 2000mm PROPOSED - BRINE WATER LINE - DIA 1200mm PROPOSED - FOUL WATER LINE - DIA 900mm PROPOSED - RENEWED WATER LINE - DIA 1200mm PROPPSED- DISTRICT COOLING - DIA 250mm 30.901 -2.0% -2.0% -2.0% -2.0% 6:1 6:1 PROPOSED PORTABLE WATER - DIA 2000mm PROPOSED ROAD PROPOSED RAILWAY CORRIDOR CORRIDOR UTILITY PROPOSED HIGHWAY 55 CORRIDOR UTILITY ROAD PROPOSED SOUTH CENTRAL RETAINING WALL RETAINING WALL 377531 1 : 750 700101 PLAN VIEW 1 PROPOSED WADI JUBBAH CULVERT MANUFACTURING HUB DUBA PORT HIGHWAY 55 WADI AL MARASH DIVERSION OF WADI JUBBAH CHANNEL DIRECTION OF FLOW 3 8 , 7 3 8 5 5 m 2 1 1 , 4 6 1 3 0 m 2 9 6 , 0 0 0 0 0 m 2 1 4 , 4 0 0 0 0 m 2 3 4 , 5 0 0 0 0 m 2 1 0 8 , 0 0 0 0 0 m 2 2 7 , 6 0 0 0 0 m 2 4 3 6 6 2 m 2 2 , 5 0 0 m 2 2 , 7 5 0 m 2 7 , 9 7 9 7 2 m 2 2 7 5 , 0 0 0 0 0 m 2 2 9 1 , 8 3 5 3 3 m 2 4 3 5 4 5 m 2 1 6 , 7 9 4 0 6 m 2 1 9 9 , 6 3 6 2 6 m 2 2 , 5 0 0 0 0 m 2 1 9 , 8 8 9 9 9 m 2 2 5 1 , 1 6 0 5 5 m 2 5 6 , 9 0 3 9 1 m 2 1 5 6 , 1 9 6 5 1 m 2 1 3 , 0 2 8 4 4 m 2 2 7 , 4 6 0 4 0 m 2 3 3 , 5 4 6 8 6 m 2 2 , 4 9 6 8 7 m 2 2 , 5 0 0 m 2 2 8 , 0 9 1 7 7 m 2 8 , 1 7 6 0 7 m 2 2 1 , 5 6 2 4 2 m 2 4 , 2 4 9 3 3 m 2 1 1 , 1 3 6 5 4 m 2 2 , 2 0 5 6 0 m 2 1 , 1 2 2 9 3 m 2 1 4 , 0 0 0 m 2 6 1 , 5 0 5 5 6 m 2 1 5 , 3 4 8 4 8 m 2 3 , 3 7 1 5 8 m 2 5 0 5 , 5 5 4 5 7 m 2 6 , 5 0 0 m 2 2 , 5 5 2 3 6 m 2 2 , 5 0 0 m 2 2 2 5 m 2 3 0 5 m 2 2 , 5 0 1 5 4 m 2 9 , 9 3 9 3 4 m 2 1 0 0 , 0 0 0 m 2 3 6 6 , 7 2 1 6 7 m 2 1 0 0 , 0 0 0 m 2 9 , 3 2 3 9 5 m 2 1 3 , 7 4 6 8 7 m 2 6 , 5 0 0 m 2 N I C - F - 0 2 2 - 0 7 N I C - N - 0 0 4 - 0 2 N I C - N - 0 0 4 - 0 1 N I C - N - 0 0 4 - 0 6 N I C - N - 0 0 4 - 0 5 N I C - N - 0 0 4 - 0 4 N I C - N - 0 0 4 - 0 3 0 S - F - 0 0 1 - 0 3 N I C - F - 0 2 2 - 0 5 N I C - F _ 0 2 2 _ 0 4 N I C - F _ 0 2 2 _ 0 3 N I C - F _ 0 2 2 _ 0 1 N I C - E - 0 0 1 - 0 6 N I C - E - 0 0 1 - 0 4 N I C - E - 0 0 1 - 0 2 N I C - E - 0 0 4 - 0 7 N I C - E - 0 0 4 - 0 6 N I C - E - 0 0 4 - 0 5 N I C - E - 0 0 4 - 0 4 N I C - E - 0 0 4 - 0 3 N I C - E - 0 0 4 - 0 1 N I C - E - 0 0 4 - 0 2 N I C - E - 0 0 3 - 0 6 N I C - E - 0 0 3 - 0 5 N I C - E - 0 0 3 - 0 4 N I C - E - 0 0 3 - 0 3 N I C - E - 0 0 3 - 0 2 N I C - E - 0 0 3 - 0 1 N I C - E - 0 0 2 - 0 5 N I C - E - 0 0 2 - 0 4 N I C - E - 0 0 2 - 0 3 N I C - E - 0 0 2 - 0 2 N I C - E - 0 0 2 - 0 1 N I C - E - 0 0 1 - 0 5 N I C - E - 0 0 1 - 0 3 N I C - C - 0 0 2 - 0 4 O S - C - 0 0 1 - 0 4 N I C - C - 0 0 2 - 0 3 O S - C - 0 0 1 - 0 5 O S - C - 0 0 1 - 0 3 O S - C - 0 0 1 - 0 2 O S - C - 0 0 1 - 0 1 N I C - C - 0 0 2 - 0 1 N I C - C - 0 0 2 - 0 2 0 S - E - 0 0 1 - 0 1 0 S - E - 0 0 1 - 0 2 N I C - E - 0 0 1 - 0 1 N I C - F _ 0 2 2 _ 0 2 S E R V I C E W A Y L E A V E T R A N S P O R T M A I N T E N A N C E & P A R K I N G F A C I L I T Y M U N I C I P A L & C I T Y S E R V I C E S F A C I L I T Y S E R V I C E W A Y L E A V E S E R V I C E W A Y L E A V E S E R V I C E W A Y L E A V E L A N D S C A P E M A I N T E N A N C E F A C I L I T Y E C O H U B I R R I G A T I O N W A T E R I R R I G A T I O N P U M P I N G S T A T I O N T E R M I N A L 1 M U L T I P U R P O S E T E R M I N A L S O U T H B O A T T E R M I N A L W A T E R T A N K S U B S T A T I O N W W T P W A T E R M O B I L I T Y T E R M I N A L S T P & B I O S O L I D S M A R I N E S E R V I C E S F W D P S M A N U F A C T U R I N G S U B S T A T I O N M A N U F A C T U R I N G S U B S T A T I O N M A N U F A C T U R I N G M A N U F A C T U R I N G S U B S T A T I O N B E S S F W D P S S U B S T A T I O N S I G N A L T O W E R E D G E R O O M S S U B S T A T I O N S U B S T A T I O N D I S T R I C T C O O L I N G R A I L Y A R D P E D E S T R I A N W A L K / E M E R G E N C Y A C C E S S F E R R Y T E R M I N A L M A N U F A C T U R I N G M A N U F A C T U R I N G M A N U F A C T U R I N G M A N U F A C T U R I N G C O A S T B U F F E R S U B S T A T I O N B E S S F E R R Y T E R M I N A L C O A S T G U A R D P U M P S T A T I O N P U M P S T A T I O N W A S T E T R A N S F E R F A C I L I T Y 1 3 2 E M E R G E N C Y R E S P O N S E S T A T I O N B E S S F E R R Y T E R M I N A L F I R E B O A T P L A T F O R M P A R K I N G / M A I N T E N A N C E A V S U B S T A T I O N 2 , 5 0 0 m 2 W A T E R T A N K 2 , 7 5 0 m 2 W W T P 7 , 9 8 4 m 2 A R E N A & P W C S C O A S T G U A R D 2 1 , 5 9 0 m 2 R E S R E S N I C - F _ 0 2 2 _ 0 4 N I C - F _ 0 2 2 _ 0 3 N I C - F _ 0 2 2 _ 0 1 N I C - F _ 0 1 9 _ 0 6 N I C - F _ 0 1 9 _ 0 7 N I C - F _ 0 2 2 _ 0 2 C 2 C 2 B L O C K _ 0 2 2 F & B K I O S K U T I L I T I E S R E C E I V I N G P I T DISCIPLINE DOCUMENT TYPE SEQUENTIAL NUMBER REV NO. KINGDOM OF SAUDI ARABIA DESIGN CONSULTANT / CONTRACTOR: NEOM'S REVIEW: DRAWN: CHECKED: APPROVED: SCALE: SHEET SIZE: DISCIPLINE NAME: PROJECT NAME: REGION DESIGN CONSULTANT NAME & LOGO (s): CONTRACTOR NAME & LOGO (s): CLIENT: PURPOSE OF ISSUE: GENERAL KEY PLAN: NOTES: THIS DRAWING AND THE INFORMATION CONTAINED HEREIN ARE THE SOLE PROPERTY OF NEOM. NO REPRODUCTION IN FULL, OR IN PART, SHALL BE OBTAINED FROM THIS DRAWING WITHOUT THE WRITTEN CONSENT FROM NEOM. 1 A DRAWING NUMBER ASSET CODE NEOM B C D E 2 3 4 5 ORG. CONTRACT CODE PROJECT MANAGEMENT CONSULTANT: NEOM-NEN-PRC-009_TMP13_MDL_RVT_Title_A1_01.00 CHECKED: APPROVED: 03 - OXAGON OXAGON SITE WIDE INFRASTRUCTURE 4800001134 03 BYT 189012 VISUAL SCALE 1:100 @ A1 10m 2m 8m 6m 4m 0m STAGE: REFERENCE NUMBER DESCRIPTION SHD STR 700101 01 GA DETAILS (PLAN & SCTIONS) CULVERT CAST IN SITU CONCRETE DETAILS STRUCTURES - DIVERSION OF WADI JUBBAH AS SHOWN A1 JA NS NS 11/02/2025 11/01/2025 11/01/2025 ISSUED FOR CONSTRUCTION 11/02/2025 01 ISSUED FOR APPROVAL STAGE 4A NS 03-150000-4800001134-BYT-STR-DRG-000001 GA DETAILS (PLAN & SCTIONS) 1 : 75 700101 GA Section 2 1 : 750 700101 LONGITUDINAL SECTION - 6 (PROPOSED) 4 1 : 750 700101 LONGITUDINAL SECTION - 1 (PROPOSED) 3 REV DESCRIPTION APP DATE : AS SHOWN 500 6000 500 6000 1000 1000 E 753,525.710 N 3,048,839.699 T.O.S + 24.729 E 753,528.796 N 3,048,841.123 T.O.S + 24.729 E 753,528.066 N 3,048,834.588 T.O.S + 28.390 E 753,574.557 N 3,048,824.237 T.O.S + 24.729 E 753,575.971 N 3