Poster of surveying tasks

Mehran University of Engineering and
Technology, Jamshoro
Surveying
Surveying Camp:
In Surveying camp Different tasks are performed by using
different technics for taking observations in the field.
Determine the Independent Coordinates of
Existing Building
Calculated coordinates of
Buildings are;
(528,-73)
(684,34)
(545,215)
(647,294)
(762,161)
(1280,146)
(1059,477)
(1036,355)
(919,486)
(960,514)
(1023,525)
(1036,567)
(1075,594)
(1105,578)
(1095,527)
(1384,224)
(1628,231)
(1458,276)
(1694,652)
(1277,594)
(1174,608)
(1198,614)
(1200,639)
(1228,647)
(1276,728)
(1231,704)
(1208,709)
(1207,733)
(1189,756)
(1247,794)
(1334,749)
(1561,1142)
(1367,975)
(1295,1064)
(1234,1304)
(1179,1104)
(871,1239)
(1056,1094)
(953,1022)
(709,967)
(879,901)
(858,711)
(994,748)
(901,779)
(1021,828)
(1102,764)
(1048,737)
(1050,625)
(1012,602)
(972,639)
(867,614)
(906,597)
(947,550)
(898,515)
(775,647)
(476,643)
(388,356)
(349,402)
(247,523)
(202,285)
-200
0
200
400
600
800
1000
1200
0 200 400 600 800 1000 1200 1400 1600
The plan of existing building by plotting
the coordinates using Microsoft Excel
The plan of existing building by plotting the
coordinates using AutoCAD software
Measurement 0f the Area of a Closed Traverse
and Existing Biulding Using GPS
Geographic Coordinate System:
A geographic coordinate system is a coordinate system that enables every location
on Earth to be specified by a set of numbers, letters or symbols.
160
170
180
190
200
210
220
230
160 170 180 190 200 210 220 230 240
Northings
Eastings
Graph of Travers on
GPS(Garmin etrex 10)
Graph of Biulding on
GPS(Garmin etrex 10)
S.
N
O
Lin
e
Len
gth
(me
ters
)
Stadia’s (m) Bearings
(Ө)
Consecutive
coordinates
Independent
coordinates
Lat:
=LcosӨ
Dep: =
LsinӨ
Eastings
(E)
Northings
(N)U/S, C/S, L/S
1 O … ……. …….. …….. 200 200
2 OA 31 195ᶱ27’30’’ -29.878 -8.263 191.737 170.122
3 OB 30.
5
1.625, 1.52,
1.37
213ᶱ44’05’’ -25.443 -16.819 183.181 174.557
4 OC 32.
5
1.73, 1.57,
1.405
234ᶱ28’40’’ -18.883 -26.451 173.549 181.117
5 OD 35.
5
1.785, 1.605,
1.40
247ᶱ52’30’’ -13.370 -32.886 167.114 186.63
6 OE 36.
5
1.76, 1.575,
1.393
258ᶱ33’55’’ -7.236 -35.775 164.225 192.764
7 OF 37 1.785, 1.59,
1.415
268ᶱ26’44’’ -1.004 -36.986 163.014 198.996
8 OG 31 1.69, 1.53, 1.38 277ᶱ55’35’’ +4.275 -30.704 169.296 204.275
9 OH 28 1.63, 1.43, 1.34 289ᶱ02’40’’ +9.136 -26.467 173.467 209.136
1
0
OI 24 1.46, 1.34, 1.34 302ᶱ18’05’’ +12.825 -20.286 179.714 212.825
1
1
OJ 21 1.46, 1.34, 1.22 317ᶱ04’00’’ +17.988 -14.304 185.696 217.988
1
2
OK 23 1.34, 1.24, 1.13 342ᶱ05’35’’ +21.886 -7.072 192.928 221.886
1
3
OL 25 1.29, 1.175,
1.06
10ᶱ23’25’’ +24.590 +4.509 204.509 224.590
1
4
O
M
24.
5
1.285, 1.16,
1.04
26ᶱ30’05’’ +21.926 +10.932 210.932 221.926
1
5
ON 31.
5
1.01, 0.85,
0.695
38ᶱ46’10’’ +24.559 +19.725 219.725 224.559
1
6
OO
’
35.
5
0.745, 0.57,
0.39
53ᶱ03’35’’ +21.335 +28.374 228.374 221.335
1
7
OP 26 0.89, 0.76, 0.63 74ᶱ41’40’’ +6.863 ++25.07
8
225.078 206.863
1
8
OQ 33.
5
0.863, 0.7, 0.53 94ᶱ53’35’’ -2.857 +33.378 233.378 197.143
1
9
OR 32 1.24, 1.08, 0.92 121ᶱ07’30’’ -16.541 +27.393 227.393 183.459
2
0
OS 29 1.365, 1.22,
1.075
141ᶱ23’50’’ -22.663 +18.093 218.093 177.337
2
1
OT 28 1.61, 1.47, 1.33 161ᶱ37’40’’ -26.573 +8.825 208.825 173.427
Observations and Calculations:
The plan of existing building by plotting the
coordinates using Microsoft Excel
Profile Leveling and Plotting of L-section of Ground
Profile or L-section:
It is the graph between distance and reduce
levels of ground or road. In case of road
profile levelling the level of the road can
be determined at different points by
reading the road profile level.
Distance:
Total ground length taken 300 meters and
take the readings at the interval of
10meters
S.N
O
Statio
ns/lin
es
Distance Staff readings(m) H.I Reduced
levels(m)
Remarks
B.S I.S F.S
1 O 0 0.995 100.99
5
100 B.M
2 A 10 0.48 100.52
3 B 20 0.48 100.515
4 C 30 0.78 100.215
5 D 40 1.61 99.385
6 E 50 2.75 98.245
7 F 60 4.11 96.885
8 G 70 0.28 4.64 96.64 96.36 C.P1
9 H 80 0.91 95.73
10 I 90 1.10 95.54
11 J 100 1.31 95.335
12 K 110 1.75 94.885
13 L 120 1.85 94.785
14 M 130 2.00 94.64
15 N 140 2.09 94.55
16 O’ 150 2.19 94.45
17 P 160 1.17 2.19 95.62 94.45 C.P2
18 Q 170 1.28 94.345
19 R 180 1.37 94.25
20 S 190 1.38 94.24
21 T 200 1.54 94.085
22 U 210 1.44 94.18
23 V 220 1.40 94.22
24 W 230 1.26 94.36
25 X 240 1.25 94.367
26 Y 250 1.415 0.73 96.305 94.89 C.P3
27 Z’ 260 1.42 94.89
28 A’ 270 1.41 94.9
29 B’ 280 1.38 94.93
30 C’ 290 1.33 94.98
31 D’ 300 1.24 95.065
32 E’ 310 1.16 95.145
∑B.S=
3.86
∑F.S=
8.715
Observations and Calculations:
93
94
95
96
97
98
99
100
101
0 50 100 150 200 250 300 350
R.Ls.(Meters)
Distance (Meters)
Profile of Ground
Profile of Ground or L-section on
Microsoft Excel
Layout of Simple Curve by Deflection Angle
Method
Definition of Simple Curve:
It is the curve which consists of single arc of circle to connect two straight lines. This
curve is tangential to both lines. It has constant radius.
Point Chainages Chord Length Small
deflection
angles
Total
Deflection
Angles
T1 1183 ----- ------ -----
P1 1190 7 0ᶱ48’08’’ 0ᶱ48’08’’
P2 1210 20 2ᶱ17’31’’ 3ᶱ5’40’’
P3 1230 20 2ᶱ17’31’’ 5ᶱ23’00’’
P4 1250 20 2ᶱ17’31’’ 7ᶱ40’40’’
P5 1270 20 2ᶱ17’31’’ 9ᶱ58’00’’
P6 1290 20 2ᶱ17’31’’ 12ᶱ15’40’’
P7 1310 20 2ᶱ17’31’’ 14ᶱ33’20’’
T2 1313 3 0ᶱ26’45’’ 15ᶱ00’00’’
T=6
7
E=8.
82
P
C
M=8.8
5
P
T
L
Setting out Table:
Graph of Simple Circular Curve
Layout of Building Plan or Marking of
Columns and Grids
The process of laying out (setting out) of a building or structure is an important
part of surveying, as it enables the works to proceed on site exactly according to
the prepared designs. It constitutes of marking boundary walls or grids (center
line of columns) by using Pythagoras theorem method.
Graph in AutoCAD Field picture of Layout of Building

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