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Design Project Report: Landmark IT Building, Athlone

Assignment Brief

Part B: Marking and Assessment (to be completed by Module Lecturer)

This assignment will be marked out of 100

This assignment contributes to 30% of the total module marks.

Assessment Task:

The Design project report will be an individual submission in report form based on the information given in Appendix A. It will consist of approximately 1500 words (±10%) excluding figures and drawings and contribute a maximum of 30% to the total module mark.

Learning Outcomes to be assessed (as specified in the validated module descriptor):

  • Identity and understand temporary and false works required for difficult sites and deep excavations
  • Describe substructure works required for complex buildings
  • Describe site development works for roads and footways

Marking Scheme:

 

 

Marks

Available

Marks

Awarded

 

 

Present a report in a concise and logical

form.

10

 

 

 

Undertake detailed desk study and make suggestions in relation to the exploratory site

investigation required

 

20

 

 

 

Describe all site preparation works to be

carried out prior to development

20

 

 

 

Detail and describe the basement and

construction methods (incl temporary works)

20

 

 

 

Detail and describe foundations and

construction methods (incl temporary works)

20

 

 

 

Discussion and Recommendations

10

 

 

 

TOTAL

100

 

 

 

Performance Level

Criteria

Fail (

Very poor structure to the report, with little evidence or understanding of the design process and analysis, and poor discussion.

(40%-49%)

Reasonable structure to the report, with evidence demonstrating some understanding of the design process and analysis. Fair discussion of the results with some referencing.

(50%-59%)

Good structure to the report, demonstrating reasonably good understanding of the design process and analysis. A good discussion of the results with some references.

(60%-69%)

Very good structure to the report, demonstrating a good understanding of the design process and analysis. Good discussion of the results with references.

(70% +)

Excellent structure to the report, demonstrating a very good understanding of the design process and analysis. Very good discussion of the results and good references

Feedback/feed-forward (linked to assessment criteria):

  • Areas where you have done well:
  • Feedback from this assessment to help you to improve future assessments
  • Other comments

Mark:

Marker’s Signature:

Date:

Work on this module has been marked, double marked/moderated in line with IT Sligo procedures.

Provisional mark only: subject to change and/or confirmation by the Assessment Board

Part C: Reflections on Assessment (to be completed by student – optional)

Use of previous feedback:

In this assessment, I have taken note of the following points in feedback on previous work:

Please indicate which of the following you feel/felt applies/applied to your submitted work

 

  • A reasonable attempt. I could have developed some of the sections further.

 

 

  • A good attempt, displaying my understanding and learning, with

analysis in some parts.

 

  • A very good attempt. The work demonstrates my clear understanding of the learning supported by relevant literature and scholarly work with good analysis and evaluation.

 

  • An excellent attempt, with clear application of literature and scholarly work, demonstrating significant analysis and evaluation.

 

What I found most difficult about this assessment:

 

The areas where I would value feedback:

 

         

Appendix 1

1.0 INTRODUCTION

A Global IT company has recently acquired a plot of land and intends to develop the site into a new landmark building (Section 7.0, Table 1). The building is to incorporate a basement and 3 to 8 storeys to house its 60 person workforce. The building includes, but not limited to, reception floor, office space, meeting space, social area, canteen areas, car parking, some outside space for employee welfare.

The company has commissioned your Consultancy firm. It is up to you as the design team to break down the client’s requirements into a clear and logical format and to interpret these requirements in order to provide an appropriate design for the proposal. Any assumptions or clarifications should be clearly explained.

2.0 THE SITE INVESTIGATION

  • Consider the existing site in terms of the proposed building layout, associated works and surrounding existing structures and services.
  • Conduct a desk study of the site to evaluate the conditions on site.
  • Compile a report outlining your site evaluation findings and specify any ‘further investigative works’ that you believe are required to determine any issues that you think may affect any future design proposals. You should include and refer to evidence to support your recommendations.
  • Include in the report a specification for any site investigation works that you deem necessary in order to carry out a safe and complete design. 
  • Identity and understand temporary and false works required for difficult sites and deep excavations

3.0 CLIENTS BRIEF

  • The building is to be a 4 to 8 storey building with basement.
  • The design of the building is to be functional, economic and have due regard to sustainability.
  • As the building is to be a landmark building, it will be glazed from ground floor to roof level.
  • For stability, one or two cores can be used. For a two-core option, the maximum outer dimensions of an individual core may be 10m long by 5m wide. If a single core is used it should not be larger than 10m long by 10m wide. You are free to choose the location of the core/cores to optimise stability and building layout.
  • Each parking bay is to be at least 2.5m wide by 4.8m long. Vehicle aisles will have a minimum width of 6m to accommodate traffic flow in two directions or 3m wide to accommodate traffic flow in one direction only.
  • External car parking can be achieved in the space to the front of the building or this could be a pedestrian entrance and landscaped area. The basement can extend underneath this area if required.

4.0 REPORT

Each student must present a design report. The report must be well presented and clearly laid out in relevant sections and using appendices where necessary. The report should include but is not limited to the following:

  • A description of the site location and layout, with relevant sketches.
  • Site clearance and preparatory works to be carried out.
  • A desk study of the site under consideration with reference to databases available for historical land use and soil conditions.
  • The building investigation works prior to commencing design of the project.
  • The site investigation works that you specified prior to commencing design of the project.
  • A building layout showing where all items on the clients brief have been included.
  • Recommendations as to the type of foundations that are to be employed including construction/installation method.
  • Recommendations as to the type of basement to be incorporated in the design including the method of construction. Justifications of these choices must also be included.
  • Temporary and false works that may be required for the construction of the building.
  • References of all documentation consulted in the process should be included in Harvard style referencing

5.0 DESIGN DRAWINGS

Each student must present one full set of drawings. The drawings should include the following:

  • Prepare A4 & A3 hand sketches of general arrangement plans, sections and elevations to show the dimensions of the proposed building.
  • The basement general arrangement plan must also include
  1. If used for parking - the car park spacing layout (which should be numbered for ease of reference) as well as directional arrows for traffic flow.
  2. If used for plant/servers – the layout of the plant and servers for the IT company

6.0 LOCATIONS

Each student will have to design a building at the locations presented in Table 1 below. The location for your consideration is based on the first letter of your SURNAME. The address and site size will aid you in the development of your design concept and also the scope of the site investigation you may require. 

  • Identity and understand temporary and false works required for difficult sites and deep excavations

Surname

Location

Pin Location

Area

A-D

Donegal Town

54.651677, -8.111194

0.90 Acres

E-H

Sligo

54.268976, -8.483748

0.83 Acres

I-L

Athlone

53.429812, -7.902259

1.05 Acres

M-P

Ballina

54.116943, -9.176953

0.60 Acres

Q-T

Navan

53.649542, -6.696311

0.72 Acres

U-Z

Mullingar

53.517518, -7.366976

1.02 Acres

7.0 TIMESCALE

  • Issue of Brief - Tuesday, 18th  October 2022
  • Site Evaluation Report - Friday, 11th  November 2022
  • Final Design Report - Friday, 16th  December 2022

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Sample Answer

Design Project Report: Landmark IT Building, Athlone

Introduction

This report presents the proposed design for a new landmark building in Athlone, Ireland, commissioned by a global IT company. The building will include a basement and between four to eight storeys, serving approximately sixty employees. The purpose of this report is to outline the site evaluation, describe substructure and superstructure design methods, and identify temporary and false works required for the development. The report also details site preparation, sustainability considerations, and recommendations for design and construction.

Site Evaluation and Desk Study

The proposed site is located near the River Shannon, at approximately 53.43°N, -7.90°W, covering 1.05 acres. The location provides good transport connectivity via the N6 motorway, with flat terrain suitable for construction. However, proximity to the river means that groundwater management and flood resilience will be critical design considerations.

A desk study was undertaken to gather information on geology, hydrology, and previous land use. Data from the Geological Survey Ireland (GSI, 2024) indicates that Athlone’s subsoil primarily consists of glacial till with limestone bedrock. Historical maps suggest the site was previously undeveloped grassland, reducing the risk of contamination. However, due to the river’s proximity, a full site investigation including boreholes and permeability tests is essential to confirm bearing capacity and groundwater conditions.

Exploratory Site Investigation

A preliminary ground investigation is proposed to confirm soil stratigraphy, determine water table levels, and establish foundation design parameters. The investigation should include:

  • Boreholes: Drilled to a depth of 10–15m to identify bedrock depth and soil composition.

  • Standard Penetration Tests (SPTs): To measure soil resistance and density.

  • Groundwater Monitoring Wells: To monitor seasonal groundwater variation.

  • Laboratory Testing: Including Atterberg limits, triaxial compression, and consolidation tests.

The investigation will also assess risks related to soft ground settlement and lateral earth pressures for the basement design. Findings will directly influence foundation selection, basement waterproofing, and temporary excavation supports.

Site Preparation and Development Works

Before construction, the site will require clearance of vegetation, topsoil stripping, and levelling. A temporary site access road will be formed to facilitate heavy machinery movement. Perimeter fencing and hoardings will be installed for safety and security.

Utilities such as electricity, water, and telecommunications will be connected through the main services along the N6 route. A stormwater drainage plan will be designed in compliance with Irish Water’s standards to mitigate flood risk. Sustainable practices, such as reusing excavated material for landscaping, will reduce waste and costs.

Basement and Substructure Design

The building will incorporate a single-level basement primarily for parking and plant rooms. Given the high groundwater table in Athlone, a reinforced concrete box construction with external waterproof membrane (Type B protection per BS 8102:2022) is proposed. A drained cavity system will provide redundancy against seepage.

The basement retaining walls will be constructed using reinforced in-situ concrete with contiguous bored pile walls as temporary support during excavation. Piles will be 600mm diameter and socketed into the limestone bedrock. This system minimises vibration and ground movement, protecting nearby structures.

Around 1500 words, excluding figures and appendices, written in clear report format with proper references.

Yes, hand sketches or digital diagrams of layout, sections, and elevations help visualise your concept.

Your understanding of site investigation, foundation choice, and temporary works planning.

At least five reliable academic or professional sources in Harvard style.

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