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Site Utilisation Planning

Quy hoạch mặt bằng thi công

Arrange and optimize tower crane positions, storage, site offices, power, and internal traffic routes per construction phase in 3D space.

Common tools

Navisworks, Synchro, Revit (temporary works)

Value delivered

Reduces crane conflicts and site accidents; optimizes material logistics, reduces idle time

Adoption in Vietnam

Applied in high-rise and large urban development projects in HCMC and Hanoi.

Level of Information Need (LOIN)

G = Geometry · A = Alphanumeric · D = Documentation (ISO 7817-1:2024 method). A blank cell means this use sets no specific requirement for that discipline/stage.

DisciplineConceptSchematicDevelopedTechnicalAs-built / Operation
ArchitectureG2·A1·D0G3·A1·D1
StructureG2·A1·D0G3·A1·D1
Mechanical
Electrical
Plumbing

Critical stages: Developed · Technical

Rationale: Construction site layout & logistics (temporary works, cranes, hoarding, access roads). ARCH/STRU only: permanent structure + temporary elements. ST3 general layout ~LOD300 (G2); ST4 construction-phase layout needs ~LOD350 specific components (G3). A1 for temporary-element type attributes; D1 links HSE/site plan requirements at ST4.

What it really is

Site Utilisation Planning is the practice of modelling all temporary construction infrastructure in 3D directly on the project site: the position and working radius of tower or mobile cranes checked against their load chart, internal haul routes for vehicles and materials, laydown areas for components and materials, site offices and worker accommodation, temporary power and water, fencing, emergency egress routes and safety signage. Unlike a single site-layout drawing pinned once in the site office, a BIM-based site layout is a sequence of models by construction phase — the layout during excavation differs from the layout during structural work, which differs again during finishing — and is checked for spatial conflicts between temporary elements and against the permanent works, much as 3D Coordination checks conflicts between design disciplines. The layout is tightly linked to the construction schedule, but sequencing over time belongs to the separate Phase Planning (4D) use — this use focuses only on getting the spatial arrangement of each phase right, without duplicating 4D content. The single most important technical check is crane reach and load capacity against the selected equipment's real load chart: positioning a crane by experience alone, without checking its actual load chart, is a common cause of lifting incidents in Vietnam.

When to use

Worthwhile for high-rise buildings, congested urban sites, projects with many subcontractors working simultaneously, projects using large-capacity tower or mobile cranes, or long multi-phase construction with a layout that keeps changing. For small works with generous space and a single contractor, a traditional 2D layout sketch is usually enough and a dedicated 3D model is not needed.

Prerequisites

  • A current architecture–structure coordinated model, sufficient to know the real shape of the permanent works and neighbouring buildings
  • An overall construction schedule broken into phases, coordinated with the Phase Planning (4D) use
  • Existing-conditions data: site boundary, neighbouring structures, existing above- and below-ground utilities
  • The load-versus-reach chart of the tower or mobile crane intended for use
  • The construction safety code (QCVN 18:2021/BXD) and any permit to use public pavement or roadway where the site adjoins a public street

Inputs

REQCurrent coordinated architecture–structure model

Design task team · .rvt / IFC

REQExisting-conditions survey, site boundary and neighbouring structures

Survey task team · .dwg / .rcp

REQOverall construction schedule by phase

Lead appointed party · .mpp / .xer

REQLoad-versus-reach chart of the tower or mobile crane

Lifting-equipment supplier · .pdf

OPTConstruction method statement by phase

Lead appointed party · .pdf / .dwg

OPTSite safety regulations and public-land use permits

Appointing party · local authority · .pdf

Outputs

Phase-by-phase site layout model

.rvt / .nwd / IFCLead appointed party · Appointing party

Accepted when: No overlap between functional zones (crane, storage, site offices, haul routes) and minimum safe clearances met per code

Overall site layout drawing for each phase

.pdf / .dwgSite management board

Accepted when: Shows fencing, emergency egress, signage and crane working zones fully per the safety code

Crane reach and load-capacity check report (lift study)

.pdf / .xlsxLifting-equipment operating crew

Accepted when: Every heaviest component in the lift plan falls within the permitted zone of the load chart at its lifting radius

Internal traffic plan and connection to the public road network

.pdf / .dwgAppointing party · local traffic authority

Accepted when: Entry/exit routes do not conflict with local peak hours, with an alternate route defined

General workflow

1

Model existing site conditions

Model the site boundary, neighbouring structures and existing above/below-ground utilities as the base for the layout. An error here propagates into every downstream safety-clearance check.

Survey task team · BIM Coordinator · Civil 3D · RevitExisting-conditions site model

2

Phase the layout by construction stage

Split the layout into phases that follow the overall schedule — foundation, structure, finishing — so each stage gets its own arrangement instead of one layout reused for the whole project.

BIM Manager · Site construction manager · Revit (phasing) · Navisworks TimeLinerSite-layout phases

3

Position cranes — check reach and load capacity

Place tower or mobile cranes as parametric objects, checking the working radius and the load at each radius against the selected equipment's load chart for the heaviest component in the lift plan.

Equipment engineer · BIM Coordinator · Revit · Navisworks (sweep-zone check)Crane positions verified against load capacity

4

Lay out storage areas, site offices and internal haul routes

Arrange material laydown, worker accommodation, temporary power/water and vehicle/pedestrian routes to match the real workflow of the phase under review, not wherever is convenient to draw.

Site construction manager · Revit · Civil 3DSite logistics layout

5

Run spatial conflict checks on the layout

Run conflict checks between crane sweep zones, between cranes and neighbouring structures, and between haul routes and active work areas — across the full slew range, not just a static position.

BIM Coordinator · Navisworks Clash DetectiveSite-layout conflict report

6

Add site-safety elements

Add fencing, emergency egress routes, signage and safety clearances per the national construction-safety technical code into each phase's layout model.

Site safety officer · BIM Coordinator · Revit (annotation & safety families)Layout with safety elements added

7

Approve and publish the layout to the CDE

Submit to the appointing party or safety board for approval, then publish that phase's layout to the CDE before the corresponding construction stage begins.

Appointing party · BIM Manager · Forma Data Management (CDE)Published site layout

Diagram

Survey & BIM Coordinator
1Existing-conditions site model
2Phase the layout by stage
Site management & equipment engineer
3Position cranes — check reach & load
4Lay out storage, site offices, haul routes
5Run layout conflict checks
Site safety
6Add fencing, egress routes, safety signage
Appointing party
7Approve & publish the phase layout
Reach/load conflict found → adjust crane position or lift sequence, never de-rate the load to fit the drawn layout

Repeat the whole cycle for every construction phase — drawing the layout once for the entire project and leaving it fixed is this use's most common mistake

Common pitfalls

The site layout is drawn once at project start and never changes across foundation, structural and finishing stages

Cause: The layout is treated as a static drawing rather than a phased model sequence, disconnected from the overall schedule

Fix: Attach the layout to each model phase, refresh it before every major stage transition, and coordinate closely with the Phase Planning (4D) use

The tower crane cannot lift the heaviest component at its farthest position — discovered only after the crane is already erected

Cause: The crane was positioned by experience or copied from a previous project's layout, without checking the actual load-versus-reach chart of the selected crane model

Fix: Check reach and load with a parametric crane object against the manufacturer's actual load chart before fixing the position, not only before signing the crane rental contract

Concrete and material delivery trucks queue at the site gate during peak hours, disrupting local traffic and the concrete-pour schedule

Cause: Logistics is optimised only inside the site fence, ignoring the surrounding road network and its peak-hour windows

Fix: Simulate the haul route from outside into the site and coordinate entry/exit time windows with the local traffic authority

Two tower cranes collide booms while operating in an overlapping zone

Cause: The interference zone between cranes was never checked across their full slew range when the layout was set, only at a static position

Fix: Run conflict checks across the crane boom's full sweep at every slew angle and set an operating-priority protocol between cranes

Measuring effectiveness

Layout conflicts caught before equipment mobilises to siteInternal target

Count conflicts (crane–crane, crane–neighbouring structure, haul route–active work area) from the Navisworks Clash Detective report on each phase's layout model

Benchmark: no independent benchmark — set an internal target

Share of construction phases with an on-time published layoutInternal target

Phases with a layout published before that stage's start date, divided by the total number of phases in the overall schedule

Benchmark: no independent benchmark — set an internal target

Share of lifts checked against reach and load capacity before executionInternal target

Heavy-component lifts checked against the crane's load chart before execution, divided by the total planned heavy-component lifts

Benchmark: no independent benchmark — set an internal target

Legal basis

There is NO specific requirement for site utilisation planning in Decree 217/2026/NĐ-CP — site_utilisation falls under Article 8 generally. Art. 8(1)(a) makes BIM mandatory for new-build works Grade II and above, from the feasibility study or economic–technical report stage; Art. 8(2) assigns the scope, content and information requirements of the site layout to the contract and the BEP between the parties. The concrete requirements for fencing, emergency egress and safe crane clearances sit in a separate construction-safety technical code (QCVN 18:2021/BXD), not in Decree 217's BIM obligations. The practical consequence: building the site layout in BIM is a technical and contractual choice to better fulfil an existing safety obligation, not a separate statutory duty for this use.

Sources

OfficialBIM mandatory from Grade II; site-layout scope and content set by contract NĐ 217/2026/NĐ-CP, Điều 8 — Công báo Chính phủ (2026)
OfficialConcept and method for defining the Level of Information Need (LOIN) ISO 7817-1:2024 (2024)
OfficialSafety requirements for emergency egress, site fencing and protective measures during construction QCVN 18:2021/BXD — Bộ Xây dựng (2021)
AcademicA GIS and BIM integration method for determining the optimal tower-crane location on a construction site Journal of Information Technology in Construction (ITcon), Vol. 17 (2012)

Only official sources (legislation, standards) and peer-reviewed academic work are cited. No vendor marketing figures or press sources. Reference only — does not replace legal advice.