# Surveying (48320) Final Assignment – Major Project

Surveying (48320)

AUTUMN 2023

Final Assignment – Major Project

Weight: 40%

Due date: 02/06/2023

Student Name:     ________________

Student Number: ______________

Submission Date: ______________________

SURVEYING FINAL ASSIGNMENT

NAME: ……                                        STUDENT NUMBER …

Complete your answers in the spaces below and submit this word file or print it, fill it by hand and scan it.  Most of the tables have extra lines that you may not need to use so don’t worry if there are unused spaces.

1. USING THE PLAN TO FIX THE STRAIGHTS

Determine the scale of the plan  (4 Marks)

PLAN SCALE ADOPTED BY YOU (rounded to nearest 10 – no units or decimals) ….

Find Bearings and Distances of each Line (3 Marks)

1) and 3) Both your plan and longsection will need to be scanned then pasted to the end of this word document.  (Presentation and data for Plan 2 Marks; and Longsection 5 Marks)

2) CHAINAGES FOR THE HORIZONTAL ALIGMENT OF THE ROAD (18 MARKS)

Calculate each Deflection Angle (4 Marks)

Deflection Angle at IP1 (nearest degree) …

Deflection Angle at IP2  (nearest degree) ….

Curve Elements  (4 Marks)

Tangent Distance for Curve 1 …

Arc Length of Curve 1 …

Tangent Distance for Curve 2 …

Arc Length of Curve 2 …

Chainages along the road (10 Marks)

• VERTICAL ALIGNMENT (23 MARKS; 5 for Longsection, 12 for Design Levels, 6 for Low Point)

Show the data used to plot your longsection here.  (You may not fill every line)

Complete this table by calculating the design level at every 10m of running chainage. Please indicate the TPs and IPs of each VC in the chainage column with the chainage.   (e.g.  320 TP, 360 IP)
Your longsection must be pasted at the end of this answer file. Where possible please scan it. (Please complete the chainages in the table as necessary for your unique design).

4) Traverse and Coordinate Calculations  (10 Marks)

You may show calculations for the bearings here, if you wish.

Survey Party’s Traverse from A to point Y

Calculate the bearing and distance to set out the end of your road from point X.

5) Setting Out Data for Curve 1  (8 Marks)
Points to be set out must lie at every even 10m of running chainage and also the crown point.  (You may not fill every line in these tables).

Setting Out Data for Curve 2
Points to be set out must lie at every even 10m of running chainage and also the crown point.

6) Instructions to the Survey Party for any extra information you want them to collect along the Centre Line, to assist your final design.  (6 Marks)

7) Volume Estimation (6 MARKS)

It is not essential that you use this table.

If you prefer to use another layout, please do so below this table.  Ensure that you show the volume at the bottom of the page in the space provided.

Do NOT use the GIVEN Natural Surface RLs  for your longsection.
THEY ARE FOR THIS VOLUME CALCULATION ONLY.

Volume of Cut or Fill required between 00 and 70 …………………………   Cut  /  Fill

Were all the design criteria met?  (6 Marks)     YES / NO

If not, please explain or describe the problem area/s and briefly list the decisions you made, as to why your design is as it is.

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