Wednesday, February 25, 2026

The Site Development Process in Civil Engineering: Phases, Dependencies, and What Drives Your Project Timeline

Most project owners encounter civil site development as a line item on a schedule (“site preparation: 6 months”) with almost no visibility into what actually happens during those months, the engineering decisions being made, or how those decisions affect the disciplines that follow. Then the geotechnical report comes back showing clay soils with a bearing capacity of 75 kPa, rather than the 150 kPa assumed in the preliminary design. The grading plan changes. The drainage design changes with it. The structural engineer is now redesigning foundations from spread footings to driven piles, a scope change that adds 8 to 12 weeks and six figures to the structural budget. And the root cause was a $40,000 to $80,000 geotechnical investigation that was deferred to “save money.”

This article breaks the site development process in civil engineering into its actual engineering phases. This is not a simplified checklist. It is a connected chain of decisions where each phase’s outputs become the next phase’s inputs. For each phase, you will see what happens, what deliverables the civil engineering team produces, and how each phase’s findings carry forward into downstream structural, process, and piping engineering. The goal: give you enough understanding of the civil site development workflow to set realistic schedules, ask better questions, and recognise when early investment prevents late-stage rework that drives most cost overruns on industrial capital projects.

Cost and timeline ranges in this article reflect typical experience across Canadian industrial projects. Actual figures vary by region, site conditions, and market timing.

For industrial and energy-sector capital projects, where civil engineering site preparation must coordinate with 5 to 8 engineering disciplines simultaneously, this understanding is essential. Vista Projects is an integrated engineering firm established in 1985, providing multi-discipline engineering services, including civil engineering, across 13 energy markets from offices in Calgary, Houston, and Muscat.

What Is Site Development in Civil Engineering?

Site development in civil engineering is the process of engineering raw or undeveloped land for construction readiness, encompassing site investigation, geotechnical analysis, grading and earthwork design, stormwater management, and subsurface utility infrastructure. For industrial projects, civil site development also includes coordination with structural, process, and piping engineering disciplines, which depend on civil outputs to begin their work.

The distinction matters because “site development” in residential or commercial contexts means something different: subdividing lots, installing municipal services, or preparing building pads for uniform floor loads of 2.4 to 4.8 kPa. In industrial civil engineering, the site development process transforms raw conditions into a construction-ready design package supporting equipment loads of 50 to 500+ kPa, accommodating process piping corridors, and providing data that multiple engineering disciplines depend on.

The process moves through seven phases: site survey, geotechnical investigation, environmental assessment, grading and earthwork design, stormwater and drainage design, subsurface utility design, and the civil-to-structural handoff. Each phase produces specific deliverables; each depends on data from the previous phase, and decisions made in the first two phases constrain what is possible and what it costs in every phase that follows.

Site Development Process Summary

The following table summarises durations, costs, and key dependencies for each phase of the civil engineering site development process. Ranges reflect variability across industrial project types, site conditions, and jurisdictions.

Phase Typical Duration Typical Cost Range Key Dependencies Critical Output
1. Site Survey 2 to 6 weeks $15,000 to $75,000 Property access, survey crew availability Topographic base map, boundary documentation
2. Geotechnical Investigation 3 to 8 weeks $40,000 to $150,000 Survey data for borehole locations Bearing capacity, groundwater depth, and foundation recommendations
3. Environmental Assessment 3 to 18 months $5,000 to $100,000+ Site access, regulatory jurisdiction Phase I/II ESA, permit applications, constraints map
4. Grading and Earthwork Design 4 to 8 weeks Included in the engineering fee Geotechnical report, survey data Finished grade elevations, cut/fill volumes
5. Stormwater and Drainage Design 4 to 8 weeks Included in the engineering fee Grading design, environmental permits Detention sizing, discharge permits, containment design
6. Subsurface Utility Design 4 to 8 weeks Included in the engineering fee Grading design, process engineering input Utility corridor layout, clash detection report
7. Civil-to-Structural Handoff 2 to 4 weeks Included in the engineering fee All previous phases are complete Foundation design package, coordination model
Total Engineering Timeline 4 to 12 months $60,000 to $400,000+ Phases are interdependent Construction-ready civil design package

Note: Environmental permitting (Phase 3) often runs in parallel with other phases but can extend the overall timeline by 6 to 18 months, depending on jurisdiction and site conditions. Construction costs are separate from the engineering fees shown above. 

Phase 1: Site Survey and Existing Conditions Assessment

Everything in the civil site development process starts with establishing the existing conditions on the ground. A civil engineering survey (topographic, boundary, and utility) establishes the spatial baseline of elevations, coordinates, and property limits against which all subsequent design is referenced.

A topographic survey captures ground elevations at 10 to 30 metre grid spacing, surface features, and visible infrastructure. A boundary survey confirms property limits, easements, and rights-of-way. A utility survey identifies underground services that must be protected, relocated, or connected. For sites with suspected underground infrastructure, subsurface utility engineering (SUE) using ground-penetrating radar adds $5,000 to $25,000 but prevents the far more expensive discovery of unmarked utilities during excavation.

The deliverables (topographic drawings at 0.25 to 0.5 metre contour intervals, an existing conditions report, and boundary documentation) directly determine whether the planned facility layout fits the site, where grading transitions occur, and how utilities route. If survey data is inaccurate by even 0.3 metres in a critical area, any downstream design will carry that error into grading elevations, pipe inverts, and foundation levels.

How much does a site survey cost for an industrial project?

Survey costs range from $15,000 to $75,000, depending on site area and complexity. Duration is 2 to 6 weeks. This is one of the shortest and least expensive phases, and one of the most consequential. Every experienced civil engineering team has seen a project where incomplete survey data required a grading redesign after earthwork began, a correction that cost 10 to 50 times the original survey shortfall. The survey feeds directly into Phase 2 (geotechnical) and Phase 4 (grading), making accuracy here the foundation for every civil engineering decision that follows.

Phase 2: Geotechnical Investigation

If the survey establishes what exists on the surface, geotechnical investigation reveals what lies underneath. It is the single highest-impact phase in the entire site development process. Geotechnical investigation analyses soil composition, bearing capacity (the maximum pressure soil can support without excessive settlement), and groundwater conditions to produce the data that every subsequent civil engineering decision depends on.

The investigation involves drilling boreholes 5 to 30 metres deep, spaced 30 to 75 metres apart; extracting soil samples; and conducting field and laboratory tests to determine soil classification, bearing capacity, groundwater elevation, settlement potential, and frost depth (which can reach 1.8 to 2.4 metres in northern Alberta). For industrial sites with equipment loads of 100-500+ kPa, geotechnical data determines whether deep foundations (piles driven to 10–25 metres) are required or spread footings, a decision that can increase the structural budget by $500,000-$2 million.

The dependency chain becomes concrete when the geotechnical report reveals groundwater at 1.5 metres instead of the 3.0 metres assumed, that single finding changes the allowable cut depth (dewatering adds $50,000 to $200,000), which changes the grading plan (less cut means more imported fill at $15–$40/m³), which changes drainage routing (different slope configurations), which changes stormwater detention sizing, which affects utility placement (inverts must clear groundwater), which constrains foundation locations. One data point. Six downstream design changes across four phases, plus structural engineering. This is why treating site development phases as independent steps misrepresents how the process works.

How much does a geotechnical investigation cost?

A mid-sized industrial site (5–20 hectares) costs $40,000 to $150,000 for 15-40 boreholes, laboratory testing, and an engineering report. That represents 0.1-0.3% of the total installed cost. A $75,000 geotechnical program that prevents a $750,000 foundation redesign is the best-returning investment in a project’s early phases.

The deliverables (a geotechnical report with boring logs, bearing capacity recommendations, groundwater assessment, and foundation type recommendations) are decision documents the owner uses to confirm or revise design assumptions before committing to detailed design.

Typical duration is 3 to 8 weeks. The most common scheduling mistake is deferring this work. Projects that skip geotechnical investigation uncover unfavourable conditions after grading design is 60–80% complete, forcing rework that costs 5-15 times the investigation cost.

Phase 3: Environmental and Regulatory Assessment

Environmental requirements govern what you can disturb, what you must protect, and what approvals you need before earthwork begins. This phase runs in part parallel to the geotechnical investigation, and the environmental permitting timeline is the longest single schedule constraint for 60 to 70% of industrial projects.

A Phase I ESA (records review and site inspection, $5,000–$15,000, 3–6 weeks) identifies contamination indicators, protected habitats, and watercourse setbacks. If contamination is found, Phase II ESA (sampling and lab analysis, $25,000–$100,000+) adds 6-12 weeks. Erosion and sediment control plans are prepared during this phase for regulatory approval before ground disturbance. 

Permitting timelines vary dramatically. In Alberta, an EPEA approval through the Alberta Energy Regulator takes 3 to 12 months. Other jurisdictions range from 6 weeks to 18 months. This variability is why environmental assessment should start in the first month: the permitting timeline is outside the project team’s control, and late starts put the permit on the critical path with zero schedule float. Certifications and licensure requirements vary by jurisdiction. This article reflects Canadian standards and Alberta provincial regulations. For projects in other provinces or jurisdictions, verify requirements with the appropriate provincial authority having jurisdiction.

Environmental findings can restrict where development occurs, impose remediation obligations of $100,000 to $1 million or more, or add months to the schedule. Every month of avoidable permitting delay is a month of idle engineering capacity and deferred revenue. Environmental results also feed forward into Phase 5, where discharge permit requirements shape drainage design.

Phase 4: Site Grading and Earthwork Design

Grading is where the site takes its engineered shape, and where data from Phases 1 and 2 directly determines cost. Grading and earthwork design reshape natural topography to establish finished grade elevations (FGE), manage surface water flow, and create stable building pad areas.

The civil team calculates cut-and-fill volumes with the goal of balancing earthwork on-site. Importing structural fill costs $15–$ 40 per m³. A 10-hectare site needing 100,000 m³ faces $1.5 to $4 million in import costs. A grading design that achieves on-site balance eliminates that cost entirely. This is a design decision, not a construction inevitability, and the project owner should understand the implications before approving the grading plan.

The dependency on geotechnical data is direct: bearing capacity determines how much fill can be placed before the underlying soil settles excessively. Clay soils with high compressibility may require surcharging (pre-loading with extra material for 3 to 6 months), adding time and cost that must be planned, not discovered. If the geotechnical report was deferred, the grading design is built on assumptions, and assumptions in earthwork are expensive to correct once equipment is moving 5,000 to 20,000 m³ per week.

Grading design takes 4 to 8 weeks, but develops iteratively with drainage and utility design (Phases 5 and 6) because the three are interdependent. The team cycles through 2 to 4 iterations before reaching a coordinated solution. On a complex industrial site, this iterative cycle, not any single phase, determines the overall civil design timeline.

Phase 5: Stormwater and Drainage Design

Once grading establishes the site’s topography (Phase 4), stormwater and drainage design determines how water moves across and off the site. For industrial projects, this phase carries containment requirements absent from commercial development.

Stormwater systems (detention ponds, retention ponds, swales, culverts, and storm sewer networks) must handle both routine events (1-in-5-year storms) and extreme events (1-in-100-year, or 1-in-200-year for critical facilities). Detention ponds for a 10-hectare industrial site hold 5,000 to 25,000 m³, a significant land commitment that must factor into site layout from the earliest planning stages.

For industrial sites, runoff from process areas where hydrocarbons or chemicals could contact rainwater requires separate collection and treatment before discharge, in accordance with applicable provincial environmental regulations and CSA standards, including CSA Z767 for process safety management, where containment intersects with safety-critical systems. This containment requirement adds $200,000 to $1 million+ and directly affects grading (containment slopes of 1 to 2% with curbing) and utility design (separate storm and process networks that must not cross-connect). Generic site development guidance does not mention these requirements because they do not apply to commercial contexts.

Stormwater discharge permits are on the critical path alongside environmental permitting (Phase 3) in roughly 50% of industrial projects. Coordinating both from the outset prevents conflicting requirements. 

Phase 6: Subsurface Utility and Infrastructure Design

Below finished grade, underground infrastructure (water, sewer, electrical conduit, fire water, communications, and process piping corridors) must be designed and coordinated before structural work begins. For industrial sites, this is substantially more complex than commercial work: below-grade process piping corridors, cable tray trenches, and instrument conduit all share subsurface space with conventional utilities.

At a mid-sized industrial facility, the civil team may coordinate 8 to 15 separate utility systems within a footprint where foundations, pipe-rack supports, and equipment pads compete for the same space. A utility trench routed through the footprint of a planned compressor foundation, a coordination failure costing $50,000 to $200,000 to resolve during construction, is entirely preventable during engineering if disciplines are communicating.

Why does integrated engineering matter most during utility design?

In a utility corridor layout, having civil, structural, piping, and electrical under one team yields the greatest reduction in design conflicts. Projects with fragmented contracts report 3 to 5 times more utility-to-foundation conflicts, because coordination through periodic document exchanges lags 2 to 4 weeks behind active design. This advantage carries directly into Phase 7, where utility locations are one of four critical data sets the structural team needs.

Phase 7: Civil-to-Structural Handoff and Site Readiness

This phase is rarely addressed in site development guidance, yet it causes the most expensive coordination failures on industrial projects. The civil-to-structural handoff is where site development outputs feed directly into structural and process engineering for foundation design.

Structural engineers need four data sets: bearing capacity recommendations (Phase 2), finished grade elevations at each pad location (Phase 4), drainage clearance requirements (Phase 5), and utility corridor locations (Phase 6). Missing or inaccurate data in any category requires a structural redesign, which, on an industrial project, cascades through mechanical, piping, electrical, and instrumentation engineering. A single foundation redesign that triggers piping rerouting and conduit relocation typically costs $100,000 to $500,000 in engineering rework alone.

When civil, structural, process, and piping operate under one team, sharing a project model and reviewing coordination weekly, the foundation design interface is managed continuously rather than discovered as conflicts at handoff. Engineering services for industrial site development are delivered under the oversight of appropriate regulatory bodies, including APEGA in Alberta and equivalent provincial regulators where applicable. 

Where Do Site Development Delays Originate?

The pattern is consistent: civil site development delays come from missing or late information, not slow execution. Four sources account for the majority of schedule overruns.

First, deferred geotechnical investigation. Designing to assumed soil conditions and then discovering reality forces 30 to 60% of civil design to be reworked, adding 6 to 16 weeks. Second, late environmental permitting. Regulatory review cycles of 3 to 12 months cannot be compressed. Third, scope changes after grading design is underway, triggered by late input from process or structural engineering. Fourth, coordination failures where design conflicts are discovered during construction rather than engineering, when changes cost 4 to 10 times more.

Every one of these is an information problem, not an execution problem. Projects that invest in geotechnical investigation before finalising the schedule, engage environmental permitting in the first month, and coordinate civil with structural and process engineering from grading onward, eliminate the most predictable sources of rework. That distinction matters when every month of delay has a quantifiable cost in deferred revenue.

Frequently Asked Questions

How long does civil site development take for an industrial project?

Civil site development engineering takes 4 to 12 months, excluding construction. The primary variables: site size and terrain complexity, geotechnical conditions (unfavourable soils add 2–4 months), environmental permitting (6 weeks to 18 months depending on jurisdiction), and the number of coordinating disciplines. Smaller projects with favourable conditions are completed in 4 to 6 months. Large or complex sites should plan for 8 to 12 months.

What deliverables does a civil engineering team produce?

The civil team produces survey drawings and existing conditions reports (Phase 1), geotechnical reports with bearing capacity recommendations (Phase 2), environmental assessments and permit applications (Phase 3), grading plans with earthwork quantities (Phase 4), stormwater management reports (Phase 5), utility layout plans with clash detection reports (Phase 6), and the civil design package for structural handoff (Phase 7). Each deliverable serves as a decision point. The geotechnical report determines the foundation approach, the earthwork quantities determine the largest civil construction cost, and the civil design package enables downstream disciplines to begin without rework.

When should other disciplines get involved in site development?

Structural and process engineering should engage during geotechnical investigation and grading design, not after the civil design is complete. Sequential handoff is the primary cause of foundation conflicts on industrial projects. When structural engineers review geotechnical data during Phase 2 and confirm pad elevations during Phase 4, conflicts that cost $5,000 to fix in engineering are caught before they become six-figure corrections during construction. Integrated engineering teams manage this as a continuous process. Separate contracts require the owner to enforce cross-discipline reviews every 1 to 2 weeks during active civil design.

How much does site development cost for an industrial project?

Civil site development engineering costs range from $60,000 to $400,000+, depending on site size, complexity, and the extent of required environmental investigation. This covers only the engineering design phases. Construction costs are separate and typically range from $500,000 to $5 million or more for a mid-size industrial site, driven primarily by earthwork volumes, utility scope, and whether soil must be imported or exported. The engineering investment represents 2-5% of the total site development cost. Based on industry experience, projects that underspend on engineering (particularly geotechnical investigation) routinely overspend on construction by 15 to 30%. For a complete breakdown, see our guide to site development costs.

What is the difference between site development and land development?

Site development and land development overlap but serve different purposes. Land development is a real estate term covering the entitlement, subdivision, and infrastructure installation that converts raw land into buildable lots for sale or lease. Site development is an engineering term covering the technical process of preparing a specific parcel for construction. On industrial projects, site development refers specifically to the civil engineering scope: survey, geotechnical investigation, grading, drainage, and utilities. Land development may or may not be involved, depending on whether the owner already controls an entitled parcel. The two processes share many of the same engineering activities, but land development includes additional legal, regulatory, and commercial steps outside the civil engineering scope.

What happens if geotechnical conditions are worse than expected?

When geotechnical investigation reveals unfavourable conditions (low bearing capacity, high groundwater, contamination, or expansive soils), the project team has several options depending on the severity. Minor issues like moderately low bearing capacity may require thicker granular pads or slightly deeper footings, adding 5 to 15% to foundation costs. Moderate issues like high groundwater may require dewatering systems during construction ($50,000 to $200,000) or redesigning the grading plan to reduce cut depths. Severe issues like very low bearing capacity or contamination may require deep foundations (adding $500,000 to $2 million), soil remediation ($100,000 to $1 million+), or, in extreme cases, reconsidering the site entirely. The critical point: discovering these conditions during geotechnical investigation costs a fraction of discovering them during construction.

Can site development phases overlap to compress the schedule?

Some phases can overlap, but the dependency chain limits how much compression is possible. Survey and geotechnical investigation can start simultaneously. Environmental assessment typically runs in parallel with other early phases. However, grading design cannot begin until geotechnical data is available. Stormwater design cannot be finalised until grading is established. Utility design requires both grading and input from process engineering. The civil-to-structural handoff requires all civil phases to be substantially complete. Projects that attempt to overlap dependent phases end up with rework that exceeds any time savings. The most effective schedule compression comes from starting early (particularly environmental permitting) and running independent activities concurrently, not from overlapping dependent phases.

How do I choose a civil engineering firm for site development?

Selecting the right civil engineering firm for industrial site development requires evaluating experience in your specific project type, familiarity with the local regulatory environment, and integration capability with other engineering disciplines. Key questions: Has the firm completed similar industrial projects in the same jurisdiction? Can they demonstrate coordination experience with structural, process, and piping disciplines? Do they have in-house geotechnical capability or established relationships with geotechnical consultants? What is their approach to the civil-to-structural handoff? For industrial projects, the coordination capability matters as much as the civil engineering capability. A firm that produces excellent civil drawings but cannot integrate with other disciplines will create handoff problems that cost more than any savings on the civil scope. 

Making Site Development Work for Your Project

Civil site development for industrial projects is a chain of engineering decisions, not a checklist of independent steps. Geotechnical findings determine grading. Grading determines drainage. Drainage and grading together determine utility routing. And every civil output feeds into the structural and process engineering that follows. Project owners who understand these dependencies set realistic schedules, invest in early geotechnical work that returns many times its cost through avoided rework, and prevent the coordination failures behind most site development overruns.

Three actions for the first 30 days of a capital project: commission a geotechnical investigation before locking the schedule, engage environmental permitting as early as your jurisdiction allows, and confirm that civil engineering will coordinate with structural and process engineering from grading onward rather than be handed off as a completed package.

Vista Projects provides civil engineering as part of an integrated multi-discipline approach, coordinating site development with structural, process, piping, and electrical engineering under one team. For capital projects in the energy and industrial sectors, contact Vista Projects to discuss how integrated civil engineering reduces coordination risk and shortens project timelines.



source https://www.vistaprojects.com/site-development-process-civil-engineering/

source https://vistaprojects2.blogspot.com/2026/02/the-site-development-process-in-civil.html

The Industrial Site Development Process: A Phase-by-Phase Engineering Guide

Independent Project Analysis (IPA) benchmarking, drawn from a proprietary database of thousands of capital projects worldwide, tells a consistent story: large industrial capital projects routinely overrun approved budgets by 25 percent or more, with the worst performers exceeding 80 percent. These benchmarks reflect global and predominantly U.S. project data; Canadian project teams should consider local labour markets, regulatory timelines, and procurement conditions when applying these figures. Schedules slip by 6 to 18 months. The worst cases stretch 30-plus months. The root cause is almost never a single engineering mistake. It is the cumulative damage from poor front-end loading, fragmented discipline coordination, and information silos that compounds with each subsequent phase.

These failures are preventable, but only if you understand the full industrial site development process as an integrated lifecycle, not as disconnected phases handed off between separate contractors. This guide walks through each stage of the industrial facility development lifecycle, from feasibility through commissioning, with a specific focus on how multi-discipline engineering coordination controls total installed cost (TIC). Whether you are an owner-operator evaluating a capital expansion, a project manager planning execution strategy, or an engineer preparing for a new assignment, understanding how these phases connect determines whether your project lands on budget or joins the overrun statistics.

For a midsize facility in Western Canada, TIC ranges from $100 million to $500 million or more. The phase durations, team sizes, and cost percentages cited throughout this guide represent typical ranges for midsize facilities in Western Canada. They may vary based on project scope, complexity, regulatory environment, and market conditions at the time of execution.

Vista Projects, an integrated industrial engineering and system integration firm established in 1985, has supported capital projects across 13 energy markets in Calgary, Alberta. This guide reflects the site engineering lifecycle as it is actually practised across heavy oil, gas processing, biofuels, hydrogen, and carbon capture projects, including the Canadian regulatory context (CSA standards, APEGA requirements, AER directives) that governs industrial site development across the country.

What Is Industrial Site Development?

The industrial site development process encompasses the full engineering lifecycle, from initial feasibility assessment through design, construction, and commissioning to operational handover. Unlike civil site preparation, industrial site development coordinates multiple engineering disciplines across six sequential phases: feasibility, pre-FEED, FEED, detailed engineering, procurement and construction support, and commissioning.

Search for “site development process,” and you will find page after page about grading dirt, testing soil, and installing drainage. That is civil site preparation, one component, not the process itself. Industrial site development coordinates seven engineering disciplines across a 30- to 48-month lifecycle from conceptual design through operational handover: process, civil/structural, electrical, instrumentation and controls, mechanical, piping, and structural.

The process follows a stage-gate model where each phase must pass a formal review before advancing. Each phase produces deliverables that must reach the target engineering maturity before the project progresses. Skip a gate or rush through one, and the consequences surface 6 to 18 months later as rework, cost growth, and commissioning failures. Fixing the same problem at that point can cost 10 to 100 times more than getting the engineering right the first time.

Why does the cost multiply so dramatically? A design change during FEED requires revising a drawing. That same change during construction means stopping fieldwork, reengineering affected systems, reordering materials, and remobilising trades, while every other crew on site waits. A single P&ID revision that costs $5,000 to $15,000 during FEED can generate a $200,000 to $500,000 construction change order once steel is in the air.

Industrial site development encompasses both greenfield projects (new facility construction on undeveloped land) and brownfield projects (modifications, expansions, or repurposings of existing sites). Both follow the same phase sequence, though the engineering challenges differ in ways that directly affect cost and schedule.

Key Phases of the Industrial Site Development Process

The capital project development phases follow a consistent six-stage sequence:

  1. Feasibility and Conceptual Design. Evaluates technical viability and preliminary economics (AACE Class 5 estimate, ±30–50%).
  2. Pre-FEED. Develops the design basis and preliminary P&IDs that all disciplines work from (AACE Class 4, ±15–30%).
  3. Front-End Engineering Design (FEED). Matures deliverables to support a final investment decision and lock in the majority of total installed cost (AACE Class 3, ±10–15%).
  4. Detailed Engineering. Produces issued-for-construction documentation across all disciplines (AACE Class 2, ±5–10%).
  5. Procurement and Construction Support. Manages long-lead equipment procurement, vendor reviews, and as-built documentation.
  6. Commissioning and Handover. Verifies every installed system against design parameters before operational handover.

The following sections detail what happens at each stage, and where the most consequential risks emerge.

Feasibility and Conceptual Design

Duration: 2 to 4 months. Team: 5 to 15 people. Cost: 1-2% of TIC.

The feasibility phase determines whether the project should proceed, evaluating technical viability, preliminary economics, and site selection criteria before committing the 30- to 80-person engineering team required for FEED.

Process engineers lead the effort, developing initial process simulations and heat and material balances. The process flow diagram (PFD), which establishes flow rates, temperatures, pressures, and major equipment, serves as the foundation for all subsequent engineering work. Civil and environmental teams provide initial site assessment data. Together, these evaluations produce a preliminary equipment list (20 to 50 major items for a midsize facility), a conceptual plot plan, and an AACE Class 5 cost estimate (as defined by AACE International Recommended Practice 18R-97). At this stage, engineering is only 2-5% complete. The whole point is to determine whether the concept merits the $2 to $10 million investment required for pre-FEED and FEED.

The greenfield versus brownfield evaluation also begins during the feasibility phase. The choice between building on undeveloped land or modifying an existing facility shapes everything from regulatory pathway to capital cost structure. Make the wrong call here, and you spend the rest of the project compensating for it.

Pre-FEED

Duration: 3 to 6 months. Team: 15 to 30 people. Cost: 1 to 3 percent of TIC.

Pre-FEED bridges the gap between a promising concept and a bankable project. The primary output is a basis-of-design document, a foundational technical reference defining process conditions, design codes, material specifications, environmental requirements, and site-specific criteria that every discipline will use going forward.

During pre-FEED, engineers develop preliminary piping and instrumentation diagrams (P&IDs). These detailed graphic representations show every pipe, valve, instrument, and control device and how they interconnect. A midsize gas processing facility produces 80 to 150 P&ID sheets by the end of detailed engineering. Preliminary versions take shape here. Initial material selection studies also begin. Whether piping is carbon steel, stainless steel, or an exotic alloy is a decision that can swing material costs by 300 to 500 percent.

All seven engineering disciplines are now engaged at a preliminary level, defining interfaces and identifying coordination requirements. Pre-FEED is also the stage for early regulatory engagement. Projects should initiate the AER Directive 056 application process (Energy Development Applications and Schedules) during pre-FEED because regulatory review can take 6 to 18 months or longer. That timeline runs in parallel with engineering only if you start early enough.

A practical note: pre-FEED is when most owners should engage their integrated engineering partner, not during FEED. By the time FEED starts, your design basis should already be established, your discipline interfaces defined, and your data management approach set. We see this pattern repeatedly: an owner engages a FEED contractor without a completed design basis, and the first three months of FEED are spent doing pre-FEED work at FEED prices with a FEED-sized team. That is a $1 to $3 million mistake before any real FEED progress begins.

Front-End Engineering Design (FEED)

Duration: 4 to 8 months. Team: 30 to 80 engineers. Cost: 2 to 4 percent of TIC.

Front-end engineering design (FEED) is the pivotal phase where P&IDs, equipment specifications, and cost estimates reach sufficient maturity to support a final investment decision (FID). If there is one phase that determines whether a project succeeds or fails financially, FEED is it.

The reason is straightforward: decisions made during FEED determine 70 to 80 percent of total installed cost, even though FEED itself accounts for only 2 to 4 percent of the total project budget. On a $200 million project, the $4 to $8 million spent on FEED shapes $140 to $160 million in committed cost. That ratio bears emphasis. The phase where you spend the least money has the greatest influence on what the project ultimately costs.

During FEED, engineers work concurrently across all disciplines. Process engineers finalise P&IDs and run detailed simulations. Civil and structural teams develop foundation designs based on equipment loads. A single compressor package can weigh 50 to 200 tonnes. Electrical engineers size power distribution for 5 to 25 MW of installed capacity. I&C specialists develop control narratives and safety instrumented system (SIS) specifications. Piping engineers develop routing studies. Mechanical engineers finalise equipment datasheets.

HAZOP studies, or hazard and operability studies, are structured, cross-disciplinary reviews that identify process hazards node by node across the P&IDs. They are completed during FEED and typically take 3 to 6 weeks for a midsize facility. Why during FEED? Because HAZOP findings change P&IDs, and P&ID changes cascade through every downstream discipline. A HAZOP finding that adds a pressure relief valve during FEED costs the price of updating a few drawings. The same finding during detailed engineering triggers revisions across P&IDs, piping isometrics, structural supports, electrical load lists, and instrument indexes. That is a 5-10x cost multiplier.

Data-centric execution becomes critical during FEED. AVEVA provides the asset information management platform, including AVEVA Engineering for data-centric information management and AVEVA E3D Design for 3D plant modelling, that maintains a single source of truth across all disciplines. When every discipline draws from and contributes to the same data environment, information silos collapse, and rework rates can drop significantly compared to document-centric execution.

The single most common acceleration mistake in capital projects is compressing or skipping FEED. IPA benchmarking data consistently show that projects with poor front-end loading (engineering maturity below 60 percent at FID) experience up to three times the cost growth and twice the schedule slip of projects that complete FEED properly. These findings are based on IPA’s global dataset and are broadly consistent with Canadian project experience. That “shortcut” does not save three months. It adds twelve. Do not add to the collection.

How long does the industrial site development process take from feasibility to first production?

The full industrial site development process takes 30 to 48 months for a midsize facility. Feasibility takes 2 to 4 months, pre-FEED 3 to 6, FEED 4 to 8, detailed engineering 8 to 14, construction 12 to 30, and commissioning 2 to 6. Project execution stages overlap. Long-lead procurement begins during FEED, which compresses the overall timeline.

Detailed Engineering

Duration: 8 to 14 months. Team: 50 to 150 engineers. Cost: 4 to 8 percent of TIC.

Detailed engineering transforms the FEED package into issued-for-construction (IFC) documentation. These are the drawings, specifications, and material takeoffs that any competent contractor can use to build without guesswork.

Multi-discipline coordination hits peak intensity here, with engineers producing IFC P&IDs, piping isometrics (300 to 2,000+ sheets), structural steel drawings, electrical single-line diagrams, instrument loop diagrams, cable schedules, and construction work packages. Clash detection in the 3D model is critical because catching a pipe-structural steel conflict on screen costs $500 to resolve. Finding the same conflict in the field after steel is erected costs $50,000 or more. A thorough 3D review catches 500 to 5,000 clashes before they reach the field.

Change management becomes essential. A design change during detailed engineering costs 5 to 10 times what the same change would have cost during FEED. During construction, the multiplier can increase by a factor of 50-100. APEGA, the Association of Professional Engineers and Geoscientists of Alberta, requires that licensed Professional Engineers (P.Eng.) stamp and sign critical deliverables, including pressure equipment designs per CSA B51 (with ABSA, the Alberta Boiler Safety Association, serving as the provincial authority for pressure equipment registration and inspection) and electrical system studies per CSA C22.1.

Procurement and Construction Support

Procurement: 12-24 months for long-lead items. Construction: 12 to 30 months. Combined: 75 to 85 percent of TIC.

Engineering does not end when drawings are issued. During procurement, engineering teams review 200 to 1,000+ vendor document submittals, verify equipment meets specifications, and resolve fabrication queries. Long-lead procurement, including compressors, pressure vessels, heat exchangers, and large transformers with 12- to 24-month fabrication timelines, begins during FEED to protect the overall schedule.

During construction, the engineering team responds to 500 to 2,000 requests for information (RFIs), manages design changes, and produces as-built documentation. Construction work package sequencing directly affects productivity. Release packages out of sequence, and you have trades stacking in congested areas, burning schedule float that cannot be recovered.

Commissioning and Handover

Duration: 2 to 6 months. Cost: 2 to 5 percent of TIC.

Commissioning is where the engineering work gets tested against reality. Every installed system, typically 50 to 200 in a midsize facility, must be systematically verified before the owner’s operations team takes control. The process moves through pre-commissioning checks, system-by-system functional testing, performance testing, and punch list resolution (500 to 3,000 items).

A critical point that is frequently underestimated: commissioning success depends overwhelmingly on engineering decisions made 12 to 36 months earlier. Clean P&IDs from FEED, well-documented control narratives, and complete instrument loop diagrams from detailed engineering. These allow commissioning to proceed on schedule. When front-end documentation is incomplete, commissioning becomes a form of reverse engineering. We have seen commissioning phases stretch from a planned 3 months to 9 or more months when upstream documentation was inadequate. That is not a commissioning failure. That is a FEED failure that took 18 months to become visible.

For projects executed on a data-centric platform, handover transfers a living digital twin, a data-rich replica mirroring the facility’s as-built condition and operating parameters, to the operations team. Not a stack of disconnected PDFs.

Greenfield vs Brownfield: Engineering Considerations for Industrial Site Development

Greenfield development builds a new facility on previously undeveloped land. Brownfield projects modify, expand, or repurpose existing sites. Each path carries distinct cost, regulatory, and engineering implications that affect every phase of the site development lifecycle.

Greenfield projects offer maximum design freedom but require higher upfront capital (greenfield TIC typically runs 20 to 40 percent higher than brownfield TIC for equivalent capacity because all infrastructure must be built from scratch) and longer timelines (add 6 to 12 months for site preparation). Extensive site characterisation, including geotechnical investigation, environmental baseline studies, and hydrogeological assessments, often requiring 6 to 12 months of pre-construction work. In Alberta, greenfield projects require a full AER environmental assessment under Directive 056, a regulatory process that can take 6 to 18 months or longer, depending on project complexity and public involvement.

Brownfield projects appear to offer faster timelines and lower costs, but that appearance can be misleading. Brownfield engineering requires condition assessment of existing assets (2-6 weeks of field walkdowns per process unit), tie-in engineering, and shutdown planning around a live facility. Outdated or missing documentation, affecting an estimated 40 to 60 percent of facilities built before 2000, forces months of field verification before design begins.

The decision should be evaluated during feasibility and resolved during the pre-FEED phase. One common mistake: assuming brownfield is always cheaper. Industry data suggests 50 to 60 percent of brownfield projects encounter undocumented conditions, including hidden pipe runs and uncharted underground utilities, that generate unplanned scope. These figures are drawn from broad industry experience and may vary based on facility age, documentation practices, and regional construction standards. When those conditions surface, cost overruns can eliminate every dollar of projected savings over greenfield.

The Role of Multi-Discipline Engineering in Site Development

Industrial site development requires seven disciplines working in concert: process, civil/structural, electrical, I&C, mechanical, piping, and structural. The challenge is not any single discipline’s work. It is the handoffs between them that can consume 15 to 25 percent of total engineering hours when disciplines are not integrated.

Process engineering produces PFDs and P&IDs that define what the facility does. Every other discipline works from those documents. Every discipline’s output is another discipline’s input. A two-week delay in motor data from mechanical delays, electrical load studies, which delays cable sizing, which delays cable tray design, which delays the 3D model for everyone. When disciplines are spread across separate firms with separate data systems, coordination overhead is substantial, and information gaps are inevitable.

Integrated engineering firms manage this by co-locating teams and using shared data environments. A data-centric execution model, using platforms like AVEVA Engineering for centralised tag management and AVEVA E3D Design for integrated 3D modelling, maintains a single source of truth across all disciplines. When every discipline works from the same data environment, the information silos that cause rework never form. Every manual data transfer between systems introduces error risk. Eliminate the re-keying, eliminate the error category.

If you take one thing from this article, make it this: the hardest problem in industrial site development is not any single discipline. It is the coordination between them. IPA benchmarking data consistently indicates that integrated, co-located teams achieve approximately 20 percent lower TIC and roughly 30 percent fewer schedule overruns than fragmented multi-firm engineering. Not sometimes. Not on certain project types. Across their dataset. These figures are drawn from IPA’s global project database; Canadian facilities should validate against local project experience, though the directional pattern is consistent across jurisdictions.

Why Is Front-End Engineering Design (FEED) Considered the Most Critical Phase?

FEED is the most critical phase because engineering decisions made during FEED lock in the vast majority of total installed cost while consuming only a fraction of the total project budget. The cost of design changes increases exponentially after FEED. Typical ranges run $5,000 to $50,000 during FEED, $25,000 to $250,000 during detailed engineering (5–10x), and $250,000 to $2.5 million during construction (50–100x), though actual costs depend on the nature and scope of the change. FEED is the last phase where major decisions are affordable.

The Canadian Standards Association (CSA) codes, including CSA C22.1 for electrical installations, CSA B51 for pressure equipment (administered provincially by ABSA in Alberta), and CSA Z767 for process safety management, form the regulatory foundation for industrial site development in Canada. Confirming code compliance during FEED avoids redesign cycles that cost $100,000 to $500,000 per affected system when non-compliance surfaces during detailed engineering.

Where Do Cost Overruns Most Commonly Originate in Industrial Site Development?

Cost overruns most commonly originate at the FEED-to-detailed-engineering transition. When FEED deliverables are incomplete, whether through missing datasheets, unresolved P&ID holds, or vague control narratives, detailed engineering teams fill gaps with assumptions. When correct information surfaces months later, the resulting changes trigger rework across multiple packages simultaneously. On projects with poor front-end definition, 30 to 50 percent of detailed engineering hours can be consumed by rework rather than new production.

CII research across 1,000-plus capital projects confirms that well-defined front-end planning reduces total project cost by 20 percent and schedule duration by 39 percent. These benchmarks are drawn predominantly from U.S. projects; Canadian project teams should validate cost and schedule impacts against local conditions, though the relationship between front-end definition and project outcomes is well established across jurisdictions. The pattern holds: invest in front-end loading and integrated engineering, or pay multiples in rework and schedule recovery.

Conclusion

The industrial site development process is an interconnected lifecycle where each phase determines the success of every phase that follows. Two principles stand above the rest: invest in FEED, where minimum spend determines maximum cost outcomes, and maintain integrated multi-discipline coordination throughout the lifecycle, because information silos drive the rework that plagues poorly defined projects.

When should an owner/operator engage an integrated engineering partner?

During pre-FEED, before FEED begins. Engaging during pre-FEED allows the engineering partner to establish the design basis, define discipline interfaces, and set up data management from the start. Waiting until FEED means the first months are spent doing pre-FEED work at FEED prices with a FEED-sized team.

If you are evaluating an upcoming capital project, the highest-impact decisions happen early. Engage an integrated engineering partner during feasibility or pre-FEED, not after FEED is underway. Insist on a thorough design basis before committing to detailed engineering. Establish a data-centric execution model from the start. These decisions, made before 80 percent of capital is committed, have the greatest influence on total project cost and commissioning success.

Vista Projects delivers integrated multi-discipline engineering and system integration services across 13 energy markets, from feasibility studies through commissioning support. To discuss how Vista’s data-centric approach can support your next industrial site development project, contact our team in Calgary, Houston, or Muscat.

Certifications, licensure requirements, and regulatory frameworks change over time and vary by jurisdiction. Cost figures and timelines reflect industry experience at the time of writing and should be verified against current market conditions for project-specific planning. This article reflects Canadian standards and Alberta provincial regulations. For projects in other provinces or jurisdictions, verify current requirements with the appropriate authority having jurisdiction.



source https://www.vistaprojects.com/industrial-site-development-process/

source https://vistaprojects2.blogspot.com/2026/02/the-industrial-site-development-process.html

The Site Development Process in Civil Engineering: Phases, Dependencies, and What Drives Your Project Timeline

Most project owners encounter civil site development as a line item on a schedule (“site preparation: 6 months”) with almost no visibility i...