№ files_lp_3_process_7_064836
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Inspection and testing plan outlining compliance requirements, approval stages, testing procedures, and certification obligations for construction of concrete insitu poured sewer manholes under the Mackay Region Planning Scheme 2017.
Document Type: Inspection and Testing Plan (Checklist)
Subject: Concrete insitu poured sewer manholes
Related Policy: Planning Scheme Policy – Operational Works Application and Construction Requirements
Planning Scheme: Mackay Region Planning Scheme 2017
Authority: Mackay Regional Council
Region: Mackay, Queensland
Submission Email: [email protected]
ITP Number: S1
Standards Referenced: AS3610; WSAA/CTM; CTM Code
Testing Requirements: Concrete strength and slump testing; vacuum testing; compaction testing; CCTV survey
Inspection Stages: Excavation and compaction; prepour inspection; concrete pour; embedment and backfilling; finished levels; vacuum testing
Approval Roles: RPEQ; Superintendent’s Representative; Council
Certification Requirement: Signed declaration by Certifier including RPEQ / AILA number
Personal Information Statement: Collection and disclosure in accordance with legal requirements
Price: 8 / 10 USD
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Television Inspection of Pipelines and Manholes
Year: 2026
Region / City: Not specified
Subject: Sewer Infrastructure Inspection
Document Type: Technical Specification
Organization / Institution: HRSD (Hampton Roads Sanitation District)
Author: Not specified
Target Audience: Contractors performing pipeline and manhole inspections
Applicable Period: Ongoing project duration
Approval Date: Not specified
Revision Date: Not specified
Standards Referenced: NASSCO PACP, MACP, LACP
Resinous Poured in Place Resilient Flooring (RES-4)
Note: Year
Subject: Flooring
Document Type: Specification
Context: A technical specification document for resinous poured-in-place resilient urethane flooring systems designed for sterile fields and clean room type environments.
Concrete: What is it and how is it mixed, poured, and cured?
Year: 2026
Region / City: General
Theme: Construction
Document Type: Instructional Guide
Author: Unknown
Target Audience: Builders, Construction Workers, DIY Enthusiasts
Effective Period: Ongoing
Approval Date: Unknown
Revision Date: Unknown
Annexure MRTS07B.1 (July 2024) - Insitu Stabilised Pavements using Cement or Cementitious Blends
Year: 2024
Region / City: Not specified
Subject: Stabilised Pavements using Cement or Cementitious Blends
Document Type: Technical Specification
Organization: Transport and Main Roads
Author: Not specified
Target Audience: Contractors, Engineers
Period of Effectiveness: July 2024
Approval Date: Not specified
Amendment Date: Not specified
R23 Insitu Stabilisation – Gawler By-Pass and Kings Road Pavement Configuration Schedule
Project: R23 Insitu Stabilisation
Projects Covered: Gawler By-Pass; Kings Road
Stages: Stage 1; Stage 2
Sections: Multiple chainage sections as listed
Directions: Northbound; Southbound; Eastbound; Westbound
Lanes: Outer; Inner; Both
Chainage: MM 31.6 – 35.9; Ch290 – 1370 (various ranges)
Work Type: Insitu stabilisation and pavement rehabilitation
Pavement Layers: Surface; Base; Sub-base 1; Sub-base 2; Sub-grade
Surface Materials: AC14; AC20; AC10M(A35P); OG14M(A35P); AC10H(C170); AC14M(C320); AC20M(C320); OG 14; Primerseal; SAMI
Granular Materials: PM32; PM35; PM22; PM21C4; 20mm quartzite; Macadam
Stabilisation: Lime; Bitumen Foam; Cement (4%)
Layer Thicknesses: 30–55mm (asphalt); 130–395mm (base and sub-base)
Cold Planing Depth: 35–45mm (where specified)
Primer Application Rate: 1.0l/m2; 1.8l/m2
Aggregate Size: 7mm; 10mm
Spread Rate: 170m2/m3; 125m2/m3
Sub-grade Strength: CBR 5; CBR 7/3; CBR 8
Deflection: 0.39mm; 0.84mm
Curvature: 0.09mm
Finish Level Constraints: Flush with inner lane; Flush with shoulder; Flush with water table; 35mm above shoulder; Flush with existing surface
Optional Works: Marked as Optional where indicated
Topics: Manholes Poured Insitu