Levelling is a process of establishing heights relative to a datum or a fixed point. Datum is known as mean sea level and this level varies between countries.

For easy determination of true heights, official or certified benchmarks (certified levels) are placed  in various places in your area or country.

Benchmarks are the stated official height of a place with reference to the Datum.

With these benchmarks you can easily determine the height of a particular site by reference to it.

In a situation where the benchmark is far from a site where height or level is to be determined, Temporary benchmarks (TBM)can be established close to the site of interest with reference to the  benchmark . 

TBMs make it easier to establish levels or control heights on site.

Simple land height determination example

Taking a look at the diagram above, you are to determine the height or level of land at point B

Solution

At point A, you have a TBM of 180m ( above mean sea level)

Set up the leveling instrument somewhere around point C ( in such a way that you can potentially sight staff placed at point A and B without obstruction)

With the help of someone, place a levelling staff on top of the TBM in a vertical position at point A

Point your leveling instrument at the staff and take your readings.

Let’s assume that the reading on the staff you took is 2.55m. This is the backsight reading which is always your first reading.

Next, without changing the position of the leveling instrument, point the leveling instrument at point B and take staff reading.

Let’s assume the reading you took was 1.2m

To determine the level of ground at point B, add the TBM reading plus backsight reading.

I.e 180m + 2.55m = 182.55m

Next, deduct the second staff reading from 182.55m

I.e 182.55m – 1.2m = 181.35m

Therefore point B is at a level of 181.35m

As a check. Since point B is higher than point A, deduct staff reading at point B from that at point A

I.e 2.55m – 1.2 = 1.35m

Then add this difference to the TBM at A 

I.e 180 + 1.35 = 181.35m.

The setting out of a building simply means the marking out of walls, columns, foundation widths and other important elements of a building about to be constructed. Since accuracy is the key, setting out must be undertaking by competent persons. 

Examples of persons that can set out a building are civil engineers and land surveyours.

All setting out work should be thoroughly checked by a different personel using different methods.

It is usually the responsibility of the contractor to set out buildings using information provided in the architectural and structural drawings.

How buildings are set out

The first task in setting out of a building is to establish a base line upon which all setting out will be related. The base line often coincides with the building line.

The building line is a line in front of which no construction is permitted by the building/ town planning authorities. For example, the building line for a small estate road can be at a specified distance  of say, 3m, from the road way; 

After the building line is established, a perimeter of profile boards is then set out to surround the actual building area at an offset of about 2m or more. This is to allow adequate room for marking out and excavation of trenches. 

The top of the profile boards should be at the same level . 

The corners must be at 90 angles with the use of builders square or theodolite. Diagonal checks must be carried out to confirm accuracy of the setting  out work.

 The next step is to mark out on the profile boards; wall, column and trench positions. Ropes tied on the marked positions  of profile boards and transferred to the corresponding opposite directions (  of marked positions on the opposite profile boards) will show the width of trenches to be dug out.

The width positions can be marked on ground by use of dry lime or similar powder.

Another method is to mark out the exact building outline using corner posts firmly driven into the ground (see 2nd figure).

With nail driven into the center of the corner posts, cord is tied from one corner to another, connecting  all corners. The outline can then be transferred/ marked on ground using dry lime or similar powder.  Using the building outline, profile boards can then be erected for excavation of trenches and construction of walls and columns

For larger structures such as large framed buildings, setting out is best carried out by a theodolite or total station equipment. These types of buildings are usually related to a grid system, the intersection of the grid being the center point of an isolated pad footing. The total station can be used to accurately establish the grid system on ground, marking the intersections of grids with stout pegs.

Once grid has been set out, offset pegs or profiles can be fixed clear of subsequent excavation work.

Temporary Site Office / Accommodation

The type of temporary site office/ accommodation to be provided on site is a matter of choice. The contractor can use timber framed huts, prefabricated cabins, mobile offices or even caravans. Generally, separate offices should be provided for the different categories of site staff.

The minimum requirements for construction of this types of office/accommodation is governed by the offices, shop and railway premises acts 1963

Calculation of Office Size  on Construction Site (example)

This example is the calculation of size of building for 6 persons

Assumptions.

Let’s assume an internal height of building of 2.4m,

3.7m2  minimum per person, and 11.5m3 per person.

Office width of 3m.

Calculation

For 6 people, minimum area = 6 x 3.7 =22.2 m2

Similarly;

Minimum volume space= 6 x 11.5 = 69 m3

Since we have assumed the height of building as 2.4m and width as 3m, we can determine the minimum length of building by dividing ;

Minimum volume space/ (height x width) of building;

69/ (3 x 2.4)= 9.58m or say 10m (for 6 persons)

As a check ; 3 x 10 = 30m2 which is greater than 22.2m2

Masonry Unit.

Minimum compressive strength of masonry units used in reinforced masonry shall not be less than 7Mpa. Steel reinforcement of grade Fe 415 or less shall be used

Concrete.

At least M20 grade concrete should be used.

Minimum cover for steel reinforcement is 15mm top and bottom cover; 20mm for side cover.

Mortar Bed.

High strength mortars H1 or H2 shall be used in mortar bed.

Structural Continuity.

Where floor transfer horizontal forces to wall, there must be proper anchorage of steel reinforcement from floor to wall reinforcement.

Effective Span.

For simply supported/continuous members the smaller of;

• Distance between centers of supports.
• Clear distance between supports plus and effective depth, d.

For cantilever; the greater of;

• Distance between the end of the cantilever and the centre of support.
• Distance between the end of the cantilever and the face of support plus half its effective depth whichever is greater.

Slenderness Ratio. Walls/Columns.

Ratio of effective height Hef to effective thickness Tef for walls should not exceed 27. For columns; 20