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Infrastructure Design Proposal

8 weeks · 0 milestones

Produce a design proposal for a small-scale civil infrastructure element — a pedestrian footbridge, retaining wall, stormwater drainage system, or equivalent — covering the full engineering design process from requirements to final proposal. The proposal must include: a brief with functional requirements and constraints (span, loading, site conditions, budget order of magnitude), at least 2 design alternatives with documented screening criteria, the selected design with a general arrangement drawing showing principal dimensions and key structural features, at least one supporting engineering calculation demonstrating the design is feasible (structural, hydraulic, or geotechnical as applicable), and a construction sequencing note identifying the key construction stages. Preferred proof: a design proposal prepared for a real project or a structured design challenge (ICE Civil Engineering Challenge, university capstone, or community infrastructure need). Accessible alternative: a design proposal using FreeCAD or LibreCAD (both free) for drawings, with hand calculations or SkyCiv free tier for structural feasibility — the design scenario must be physically grounded (a real site or a published design brief). Proof artifacts: the general arrangement drawing (design artifact) and the supporting calculation (analysis artifact) and the design proposal document (documentation artifact). Verification: a civil engineer reviews the design — 'how does this structure behave during construction before it is complete?' and 'what is the most likely failure mode during a 1-in-100-year flood?' — requiring specific reasoning from your own design.

Milestone map

Milestone map

3 milestones

Define the infrastructure need and produce a site assessment with constraints

2–3 weeks (scenario selection + site data collection + constraints analysis)

Select a civil infrastructure design scenario requiring a formal design proposal. Suitable scenarios include: a new pedestrian and cyclist bridge over an urban waterway; a rural road upgrade to accommodate increased freight traffic; a stormwater drainage improvement for a flood-prone catchment; a small retaining wall to stabilise a highway cutting; or a wastewater pumping station upgrade. Define the infrastructure need: what problem does this infrastructure solve, who are the users or beneficiaries, what are the design life requirements, and what are the regulatory constraints (relevant design standards — e.g. Eurocodes, AASHTO, local highway design standards). Conduct a site assessment using freely available data: topography (OpenTopoData or USGS 3DEP), land use (OpenStreetMap), hydrology (USGS NWIS or Environment Agency flood maps), and ground conditions (publicly available borehole records or BGS/USGS geological maps). Identify the key design constraints from the site assessment.

Proof required

Submit: (1) a problem statement (150–200 words) defining the infrastructure need, the users, and the design life; (2) a site assessment summary — a structured description or table of: topography, land use, hydrological conditions, ground conditions, and utilities or existing infrastructure; (3) a constraints summary listing at least five design constraints (physical, regulatory, or environmental) with the source of each constraint; (4) a site location map (OpenStreetMap screenshot or equivalent, annotated to show the site boundary and key features).

What gets checked

  • Each design constraint cites its source — 'maximum structure height 8 m above existing ground level (local planning authority height restriction, planning reference XYZ)' is a valid constraint; 'height is constrained by planning' is not
  • Site assessment distinguishes between confirmed data and assumed data — 'ground conditions assumed as stiff clay based on BGS 1:50,000 geological map (Sheet 256); site investigation data not available' is a valid qualified statement; presenting assumed ground conditions without qualification is misleading
  • At least five constraints are listed from at least two different constraint categories (physical, regulatory, environmental, operational, budgetary) — a constraints list that is entirely physical constraints has not considered the full design context

Common mistakes

  • Selecting a scenario without publicly available site data — a remote site with no topographic data, no geological maps, and no flood mapping cannot be characterised from free sources; choose a scenario near available data coverage or use a well-documented reference site
  • Treating design standards as constraints rather than as the design framework — Eurocode EN 1990 is not a constraint; it is the design framework; a constraint is 'the bridge must clear the 100-year flood level of 3.2 m above channel invert, per the Environment Agency flood map'

Resources

Foundationstart here

Depthgo deeper

Masteryfor the dedicated

What a verifier looks for

  • Engineering Design Triad: M1 produces a design artifact (site assessment with annotated map and constraints summary) — this is the first of three artifact types required across M1–M3.
  • Design constraints must cite their source — check that each constraint links to a planning document, a flood map reference, a utility record, or a physical measurement.
  • Site assessment must distinguish confirmed from assumed data — check that assumed ground conditions or hydrological parameters are qualified as assumed.
  • Constraints must span at least two categories — check that not all five constraints are of the same type.
  • Reviewer must be a civil or structural engineer — site assessment completeness and constraint identification require discipline-specific experience.

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Develop scheme options and produce a comparative options assessment

3–4 weeks (option development + sketches + scoring matrix)

Develop at least three distinct design options (schemes) for the infrastructure problem defined in Milestone 1. Options must differ in a meaningful engineering respect — structural form, construction material, alignment, or drainage approach — not just in size. For each option: produce a concept sketch or plan showing the scheme layout; estimate the key dimensions; identify the primary construction materials or structural form; estimate the construction programme duration (weeks or months); and identify the key risks. Assess all three options against at least four criteria using a weighted scoring matrix: technical feasibility, cost (order-of-magnitude estimate), programme duration, environmental impact, and community impact. Identify the preferred option based on the assessment. Free tools: draw.io for concept sketches; published cost data from the Royal Institution of Chartered Surveyors (RICS) or RS Means (free access via some libraries) for order-of-magnitude cost estimates.

Proof required

Submit: (1) concept sketches or plan drawings for all three options (draw.io exports or hand-drawn scans — clearly labelled with dimensions and structural form); (2) the weighted scoring matrix (options as columns, criteria as rows, with weight per criterion, raw score, and weighted score for each option); (3) a preferred option statement (150–200 words) explaining why the highest-scoring option is preferred, including one risk or limitation of the preferred option that the scoring matrix did not fully capture.

What gets checked

  • Three options differ in a meaningful engineering respect — three bridges with the same structural form but different spans are not three distinct options; distinct options might be: Option A (reinforced concrete frame bridge), Option B (steel truss bridge), Option C (cable-stayed bridge) — different structural forms with different cost, programme, and maintenance profiles
  • Weighted scoring matrix assigns different weights to criteria and shows the calculation — 'Technical Feasibility: weight 30%, Option A raw score 7/10, weighted score 2.1' is a valid matrix entry; an unweighted matrix or one without calculations presented cannot be verified
  • Preferred option statement acknowledges a limitation — a statement that only describes why the preferred option scored highest, without naming a risk or limitation not captured in the matrix, has not demonstrated critical evaluation

Common mistakes

  • Developing options that are variations of the same scheme rather than genuinely distinct alternatives — the options must be different enough that a change in site conditions, budget, or programme constraint could change the preferred option; variations in span length alone do not satisfy this
  • Using a scoring matrix without assigning weights — an unweighted matrix treats all criteria as equally important, which is rarely true in infrastructure design; the weights are where the design judgement is exercised

Resources

Foundationstart here

Depthgo deeper

What a verifier looks for

  • Engineering Design Triad: M2 produces a design artifact (concept sketches for all three options) and an analysis artifact (weighted scoring matrix with calculations) — both must be present.
  • Three options must differ in a meaningful engineering respect — check that the structural form, material, or alignment differs, not just the scale.
  • Weighted scoring matrix must show weights and calculations — check that weights are assigned and that the weighted score calculation is shown for each cell.
  • Preferred option statement must acknowledge a limitation — check that a risk or limitation not captured by the matrix is named.
  • Reviewer must be a civil or structural engineer with infrastructure design or options assessment experience.

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Produce the infrastructure design proposal and present for stakeholder review

2–3 weeks (proposal compilation + reviewer meeting)

Compile the site assessment (M1), options assessment (M2), and a preliminary design of the preferred option into a complete infrastructure design proposal document. The proposal must include: an executive summary (one page); project background and need; site assessment findings and constraints; options considered and options assessment; description of the preferred option (with a preliminary design drawing showing plan, elevation, and key dimensions); preliminary cost estimate (order-of-magnitude, with a stated accuracy — typically ±30% at proposal stage); programme overview (key project stages and indicative duration); risk register (top five risks with probability, impact, and proposed mitigation); and next steps (what would be needed to proceed to detailed design). Present the proposal to a qualified reviewer (civil or structural engineer with infrastructure design or project management experience) in a 25–40 minute session where they challenge at least one aspect of the options assessment and one aspect of the preliminary design.

Proof required

Submit: (1) the complete infrastructure design proposal (all sections above, 1000–1400 words plus drawings); (2) the risk register table (risk, probability Low/Medium/High, impact Low/Medium/High, risk rating, and mitigation); (3) a written record of the reviewer's two challenges and your responses (250 words minimum, attributing reviewer by professional role and relevant infrastructure experience).

What gets checked

  • Preliminary cost estimate states its accuracy — '±30% order-of-magnitude estimate based on RICS elemental cost rates; suitable for funding approval, not for contract award' is a valid cost estimate statement; a number without a stated accuracy implies a false precision
  • Risk register mitigation measures are specific — 'risk: unexpected ground conditions during excavation; mitigation: commission a site investigation (trial pits and boreholes) at the next project stage to confirm ground conditions before detailed design' is a valid mitigation; 'manage ground risk' is not
  • Reviewer challenges cover both the options assessment and the preliminary design — a review that only challenges one aspect has not assessed the full proposal; both must appear in the review record

Common mistakes

  • Omitting the risk register — infrastructure design proposals always include a risk register; a proposal without one is missing the primary tool for communicating project uncertainty to decision-makers
  • Presenting the cost estimate without a stated accuracy band — a cost estimate at proposal stage is inherently uncertain; presenting a single number without acknowledging the ±30% or ±50% uncertainty misleads decision-makers about the reliability of the estimate

Powstik Guide

A 1,000–1,400 word proposal and a stakeholder review.

Steps

  1. Complete every section with drawings.
  2. Present to real stakeholders.
  3. Record their concerns.
  4. Say how the design answers each.

Template

Word count:
Stakeholders present:
| Concern | Raised by | Design response |
|---------|-----------|-----------------|

What gets sent back

  • Outside 1,000–1,400 words.
  • No drawings.
  • Concerns not answered.

Resources

Foundationstart here

What a verifier looks for

  • Engineering Design Triad check: M1–M3 together produce a design artifact (site assessment drawings + options sketches + preferred option preliminary design drawing), an analysis artifact (options assessment scoring matrix + risk register), and a documentation artifact (complete infrastructure design proposal with cost estimate and programme) — confirm all three types are present.
  • Cost estimate must state its accuracy band — check that ±30% or equivalent is stated explicitly.
  • Risk register must have specific mitigations — check that each mitigation describes a concrete action, not a management intent.
  • Reviewer must have challenged both the options assessment and the preliminary design — check that the review record includes both types of challenge.
  • Reviewer must be a civil or structural engineer with infrastructure project experience — options assessment evaluation and preliminary design challenge require discipline-specific expertise.
  • The Proof Accessibility Rule applies — draw.io, OpenStreetMap, OpenTopoData, BGS/USGS geological data, DMRB, ICE resources, and IPA guidance are all free.

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