4018A Diploma Assignment Sample

CPCCBC4018A Apply site surveys and set-out procedures to medium rise building projects

Assessment Task 2

Part 1
Level Booking Form
Level Position Backsight Inter-sight Upper Cross-hair Lower Cross-hair Foresight HOI RL Upper cross-hair – lower cross-hair Distance Bearing Description
Datum 2.395 102.395 100 Datum
A 2.05 100.345 A
B 1.97 100.425 B
C 1.888 100.507 C
D 1.808 100.587 D
E 1.722 100.673 E
F 1.664 100.731 F
G 1.609 100.786 G
H 1.534 100.861 H
I 1.732 1.493 102.593 100.902 I
J 1.795 100.798 J
K 1.859 100.734 K
L 1.936 100.657 L
M 2.012 100.581 M
N 2.052 100.541 N
O 2.133 100.46 O
P 2.216 100.377 P
Q 2.289 100.304 Q
R 2.634 102.938 102.593 Datum

 

Part 2
Level Booking Form
Level Position Backsight Inter-sight Upper Coss-hair Lower Cross-hair Foresight HOI RL Upper cross-hair – lower cross-hair Distance Bearing Description
BM 1.222 101.222 100 BM = 100 m
A 1.312 99.91
B 1.256 99.966
C 1.245 99.977
D 2.115 3.111 100.226 98.111 Change Point
E 2.123 98.103
F 1.125 99.101
G 3.253 96.973
H 1.221 99.005
I 2.000 98.226

 

Part 3
Job Safety Analysis Signed off  
Contractor   Date  
Project   Accepted Yes   No  
     
Procedure Possible Hazards Safety Controls
carry out a two peg test Un-calibrated Equipment Calibration Procedure
establishing the setback from the boundary None  
setting up right angle lines and checking for square None  
setting out remaining dimensions from the right angle None  
measuring the diagonals to confirm square None  
setting up lines for internal walls None  
Survey and set-out calculations None  
Construct longitudinal sections None  

 

Get Assignment Help from Industry Expert Writers (1)

 

Station Back-sight Intermediate Fore-sight Rise Fall Reduced level Distance Remarks
A 0.485         100   B.M
B   1.210     0.725 99.275    
C   1.635     0.425 98.850    
D   3.395     1.76 97.09    
E 0.650   3.775   0.38 96.71   C.P.1
F   1.400     0.75 95.96    
G   1.795     0.395 95.565    
H   2.575     0.78 94.785    
I   3.375     0.80 93.985    
J 1.735   3.895   0.52 93.465   C.P.2
K   0.635   1.10   94.565    
L     1.605   0.97 93.595    
M                
N                
O                
P                
Q                
R                
S                
∑ minus difference 2.87   9.275

 

 1.10 7.505 Check B/S-F/S and Rise Fall

 

Difference must be the same
       
       

Level Booking (Rise & Fall Method)

 

Grid points (letters or numbers) Spot levels (RL’s) at grid points No. of points on grid lines Levels = no. of corners
A 1. 14.335 1 14.335
B 2. 14.724 2 29.448
C 3. 14.603 2 29.206
D 4. 15.338 2 30.676
E 5. 15.831 1 15.831
F 6. 13.405 2 26.810
G 7. 13.512 4 54.048
H 8. 13.312 4 53.248
J 9. 14.334 4 57.336
K 10. 15.045 2 30.090
L 11. 12.505 2 25.010
M 12. 12.684 4 50.736
N 13. 12.403 4 49.612
P 14. 13.245 4 52.980
Q 15. 13.823 2 27.646
R 16. 11.687 2 23.374
S 17. 11.835 4 47.340

Get Assignment Help from Industry Expert Writers (1)

Volume calculation from grid spot levels

∑ 46 584.124
*Hatched area in your exercise sketch
Area to be considered Length Width Area
A1      
B2      
*C3      

 

Single squares or rectangles should be of equal size. Then area of complete grid system can be used to calculate the required volume.

584.124
12.990
12.891

Mean Height (sum of levels/sum of points)

FGL (as per specification)

Height to calculate Volume

FGL Total m2 Height Volume
12.990 400 12.891 3.6m2

 

………………………………………………………………………………………………………………………..

Know more about UniqueSubmission’s other writing services:

Assignment Writing Help

Essay Writing Help

Dissertation Writing Help

Case Studies Writing Help

MYOB Perdisco Assignment Help

Presentation Assignment Help

Proofreading & Editing Help

 

 

 

 

Leave a Comment