Topografi

Office 8 at Senopati Building Lt. 21 Unit C&D

Jl. Jend. Sudirman Kav. 52-53 Lot 28 SCBD

Kebayoran Baru, Jakarta Selatan 12190

TOPOGRAPHY REPORT

PILUBANG MHPP - BENGKULU

2014

TOPOGRAPHY REPORT PILUBANG MHPP 201420TOPOGRAPHY REPORT PILUBANG MHPP 2014

CONTENTS

1 INTRODUCTION ............................................................................................... 4

1.1 BACKGROUND ........................................................................................... 4

1.2 OBJECTIVES .............................................................................................. 4

1.3 SCOPE OF WORK ...................................................................................... 4

1.4 LOCATION ACCESSIBILITY ....................................................................... 5

2 METHODOLOGY .............................................................................................. 7

2.1 TOPOGRAPHIC SURVEY ........................................................................... 7

2.2 RECONNAISSANCE (RECCI) ..................................................................... 8

2.3 TRAVERSING ............................................................................................. 8

2.4 ACCURACY AND CONTROL .................................................................... 10

2.5 TACHEOMETRY METHOD ....................................................................... 11

3 IMPLEMENTATION OF WORK ....................................................................... 13

3.1 PREPARATION ......................................................................................... 13

3.1.1 Equipment and Materials Preparation .................................................. 13

3.1.2 Mobilization ......................................................................................... 13

3.1.3 Local permits ....................................................................................... 13

3.1.4 Search and Selection for Helper .......................................................... 13

3.1.5 Base Camp Location Search ............................................................... 14

3.1.6 Equipment Preparation ........................................................................ 14

3.2 IMPLEMENTATION ................................................................................... 15

3.2.1 Reconnaissance and Benchmark Installation (BM) .............................. 15

3.2.2 Traverse Survey .................................................................................. 17

3.2.3 Tachymetry Survey.............................................................................. 17

3.2.4 Data Processing .................................................................................. 18


3.2.5 Topography Map Development ........................................................... 18

4 ANALYSIS AND RESULTS ............................................................................. 19

4.1 TOPOGRAPHY CONDITION ..................................................................... 19

4.2 DATA COLLECTION METHOD ................................................................. 19

4.3 CALCULATION PROCESS ....................................................................... 20

4.3.1 Polygon 1 ............................................................................................ 21

4.3.2 Polygon 2 ............................................................................................ 29

4.3.3 Polygon3 ............................................................................................. 35

4.4 PLOTTING ................................................................................................. 39


1 INTRODUCTION

1.1 BACKGROUND

Topographical surveying is the process of determining the positions of natural and

artificial features of the locality by means of conventional signs up on a topographical

map. Topographic surveys are three-dimensional; they provide the techniques of

plane surveying and other special techniques to establish both horizontal and vertical

control. Topographic is simply the graphical representation of positions of the earths

surface

Hence the fieldwork in a topographical surveying consists of three parts.

It establishes both horizontal and vertical control.

It locates the contours.

It locates the details such as rivers, streams, lakes, roads, houses and trees

etc.

1.2 OBJECTIVES

The main Objective is to prepare the topographic map of the given area with horizontal

control and vertical control with required accuracy. By topographic survey we can

determine the position of both on plan and elevation, of any features of a locality for

the purpose of delineating them by means of conventional sign and symbol upon the

topographic map.

1.3 SCOPE OF WORK

The scope of work includes:

1. Carry out topographic measurement scale of 1: 200, covering an area of

51.261 ha

2. Carry out the measurement of the mainframe (Polygon) attached to the

points (BM) Handheld GPS observations earlier

3. Carry out detailed measurements of the area

4. Making a topographic map scale of 1: 200

5. Final report topographic mapping work


1.4 LOCATION ACCESSIBILITY

Location of Pilubang MHPP can be accessed through various road from province road

with good condition, mining road with rocky condition, to twisted footpath which has

up and down vertical alignment. Figure below represents access to site location.

Figure 1.1 Accessibility to Pilubang MHPP

Access to Pilubang MHPP starts from Bengkulu City heading to south-east through

Bengkulu-Seluma Province Road with good condition (road with asphalt pavement). 1

km before mining road, there is electricity substation (Gardu Induk) of Lubuk Sandi in

the left side of the road. This substation is considered as a sign to mining road. The

distance in the province road from Bengkulu City to Lubuk Sandi substation (GI Lubuk

Sandi) 36 Km and taken times for 45 minutes. After turning left into mining road from

Province road, the trip continues to wood bridge in the downstream of Pilubang River

for 13 Kms. The trip through mining road is taken 1 hour with poor condition (road

with rocky condition) and has maximum vertical alignment up to 20.

Towards power house and headtank location, from wood bridge is continued by foot

through footpath in the left side of Pilubang River. Footpath through power house

location has distance 1,2 Km with the condition of footpath is on the edge of river

cliff, the soil type is slippery clay with up and down alignment, also there are coffee

plantations as land cover in both side of footpath.

Remarks:

Province road of Bengkulu-Seluma Mining road

Footpath


Whereas towards weir location, the trip is continued from wood bridge through mining

road again into northeast as far as 2Km, then turn left to the local market. From

market, trip to weir location using footpath as far as 5 Km. Road condition of footpath

is slippery clay road with vertical alignment slope of 20-30. Land cover through this

footpath is dominated by coffee plantations, little area of rubber plantation and former

forest land.


2 METHODOLOGY

2.1 TOPOGRAPHIC SURVEY

In modern mapping, a topographic map is a type of map characterized by large-scale

detail and quantitative representation of relief, using contour lines but, historically,

using a variety of methods. Traditional definitions require a topographic map to show

both natural and man-made features. A topographic map is typically published as a

map series, made up of two or more map sheets that combine to form the whole map.

A contour line is a combination of two line segments that connect but do not intersect;

these represent elevation on a topographic map.

The definition of the word "Surveying" refers to the collection of data related to the

earth's surface and recording forms are generally represented as a map, in the form

of a flat plane or digital models. While the meaning of the word "Measurement" giving

meaning to the tools and methods that relate to the implementation of surveying as

defined previously. So, "Surveying" is associated with everything from the ground

plane to determine the size and shape of the earth, while the "Measurement" is related

to the use of the equipment measuring tape to measure the distance of

electromagnetic or satellite techniques.

In general, surveying carried out in a horizontal plane(plane surveying), which does

not account for surveying the curvature of the earth. In surveying projects, the

curvature of the earth is small enough so that its effects can be ignored, which is

calculated using the simplified formulas. While on projects with remote distances and

curvature of the earth must be taken into account, these activities put in geodetic

surveying which is the application of geodetic Surveying (Geodetic Surveying).

Furthermore, measurement of Surveying (Surveying measurement) can be defined as

the art, science, technology, collecting and analyzing data related to the size of the

ground between each other and are associated with surface and space, including

design, plan specifications to enhance the size and standard size with precision and

accuracy desired, and the calculation error control (adjustment), including the use of

appropriate equipment for measurements such as distance, height, angle, direction,

position, area, volume and other measurements related to quantity.


2.2 RECONNAISSANCE (RECCI)

Reconnaissance (recci) means the exploration or scouting of an area. In survey, it

involves walking around the survey area and roughly planning the number of stations

and the position of the traverse stations. Recci is primarily done to get an overall idea

of the site. This helps to make the necessary observations regarding the total area,

type of land, topography, vegetation, climate, geology and indivisibility conditions that

help in detailed planning. The following points have to be taken into consideration for

fixing traverse stations:

The adjacent stations should be clearly intervisible

The whole area should include the least number of stations possible.

The traverse station should maintain the ratio of maximum traverse leg to

minimum traverse leg less than 1:2 for Major Traverse and 1:3 for Minor

Traverse.

The steep slopes and badly broken ground should be avoided as far as

possible, which may cause inaccuracy in tapping.

The stations should provide minimum level surface required for setting up the

instrument.

The traverse line of sight should not be near the ground level to avoid the

refraction.

Taking the above given points into consideration, the traverse stations were fixed.

Then two way taping was done for each traverse leg. Thus, permanent fixing of the

control points completes recci.

2.3 TRAVERSING

Traversing is a type of surveying in which a number of connected survey lines form

the framework. It is also a method of control surveying. The survey consists of the

measurement of

Angles between successive lines or bearings of each line

The length of each line

There are two types of traverse. They are as follows:


(i) Loop traverse:

Loop traverse is a traverse where the starting point and end point coincide

with each other or in the same position or meet each other. In this closed

traverse form of a series of geometrically closed traverse if it has two fixed

points are called ordinary perfect bound with a closed traverse.

Description :

1, 2, 3, ..., n : Polygon Control Point

D12, D23,..., Dn1 : Polygon distance

S1, S2, S3, ..., Sn : Angle

(ii) Closed traverse:

If the figure formed by the lines closes at a station i.e. if they form a polygon

or it starts and finishes at the points of known co-ordinates then the traverse

is called closed traverse.

Description :

A, 1, B, T : Fixed Point

2,3,..., n : Observation Point

S1, S2,..., Sn : Angle

A1, BT : Start Azimuth dan End of Azimuth

The Requirement :


1. S + f (s) = (End Start) + (n-1) x 180

2. d Sin + f(x) = Xend - XStart

3. d Cos + f(y) = Xend - XStart

Description :

S : Total Angle

d : Total Linear Distance

: Azimuth

f(s) : Angle Error

f(x) : Error X

f(y) : Error Y

(iii) Open traverse:

If a traverse starts and finishes at points other than the starting point or point

of unknown co-ordinates, then the traverse is called open traverse.

Description:

A : Fix point

1, 2, ..., n : Observation Point

S1, S2, ..., Sn-1 : Angle

A1 : Start Azimuth

2.4 ACCURACY AND CONTROL

Topography measurement than follows standard procedures that includes angle

closure adjustment, angle tolerance, traverse position computation as below:

1. Angle closure adjustment

f = (start-Finish)+(180* number of traverse stations)-

Description:

f = Angle error of closure ()


start = Start Azimuth ()

finish = Finish Azimuth ()

= total angle reading ()

2. Traverse position

Fx = (Xend Xstart ) X

Fy = (Yend Ystart ) - Y

where:

Fx = X coordinate correction (m)

Xak = end X coordinate (m)

Xaw = start X coordinate (m)

X = X coordinate total difference (m)

Fy = Y coordinate correction (m)

Xak = end Y coordinate (m)

Xaw = start Y coordinate (m)

Y = Y coordinate total difference (m)

3. Angle error tolerance

F in

Where:

F = angle correction ()

i = Equipment accuracy, 60 for engineering construction

n = number of traverse stations (nos)

4. Linear traverse position

fx2+fy2 / D = 1/2500

Where:

fx2+fy2 = Linear error (m)

D = Total traverse distance (m)

2.5 TACHYMETRY METHOD

For the purposes of measuring and mapping in addition to the measurement of the

basic framework which produces high vertical dotted tie and measuring the basic

framework that generates horizontal coordinates of the points of connective also


necessary to measure the detailed points to produce spots scattered details that

describe the earth's surface measurement of regional situation.

Detailed measurement points performed after the basic framework of vertical and

horizontal measurements of the basic framework are done. Detail measurement point

order will have a lower accuracy than the basic order of the survey framework.

Measurement points of detail with tachymetry method is basically done by using

equipment with optical lens technology and digital electronic. In the measurement

points are detailed in principle determine the coordinates of a points and high detail of

fastening points. Measurement points of detail can basically be done by 2 methods,

namely offset and tachymetry. Method using simple tools, such as measuring tape,

jalon, counter measure, ruler, protractor, and so forth. Tachymetry method using

equipment with optical lens technology and digital electronic. Tachymetry

measurement method has advantages in terms of accuracy and speed than offset

method. The tachymetry method is relatively fast and easy because the field is

obtained from the reading of signs, horizontal angle (magnetic azimuth), vertical angle

(zenith or inclination) and hightool. The results of the measurements are tachymetry

planimetric position X, Y, and Z.

Depending on the distance, in this way the detail points can be measured from a point

or a basic framework of auxiliary points were tie data the point of the basic framework.


3 IMPLEMENTATION OF WORK

3.1 PREPARATION

3.1.1 Equipment and Materials Preparation

Work activities, preparation and implementation of programs, among others, includes

the administrative preparation, such as:

Preparation of implementation of the work agreement (contract) and work

orders (SPK).

Equipment preparation

Cover letter/letter of the mobilization to the project site.

Maps/drawings of the existing location and map overviews for orientation /

introduction to the field

Field, material, supplies, and other medicines.

3.1.2 Mobilization

1. Mobilization personnel is appropriated with schedule and terms of field work.

2. Survey equipment that used in area, such as :

a. TotalsatationTopconES103: 1 Unit

b. TotalsatationTopconES105: 1 Unit

c. Garmin Handheld GPS: 1 Unit

d. Tripod/Stative: 6 Unit

e. Reflector/Prism: 4 Unit

f. Jalon + Prism: 2 Unit

g. Laptops: 1 Unit

h. Radio Communications(HT): 6 Unit

3.1.3 Local permits

Ask for permission and give an information that will be PLTM project at Dusun Baru.

3.1.4 Search and Selection for Helper

When the staff of village known about our activities, then the next step is searching

and selection persons from village to help on the survey. So we ask to the head of the


village to provide helpers. Because 2 instruments are used so 8 persons are needed

to help in the field and 2 person to stay at camp for cooking and guard.

3.1.5 Base Camp Location Search

To support our activities we need to have a base camp near the location. So, we

choose to fly camp. Our location for base camp is near the river, because to ease to

do everything, such as cooking, washing, take a bath, etc.

Figure 2. Base Camp

3.1.6 Equipment Preparation

Total Station

Prepare the total station, like setting the equipment, fill the battery, memory and setting

up the software that used to download data from total station to laptop.

GPS


Prepare GPS Handheld thats needed for determine fix coordinate to start the survey.

Camera

Camera is used to take the documentation and help our design team to imagine the

real field from the photo, not only from map.

Laptop

Laptops used to download measurement data from the Total Station and perform data

processing.

Software

Setting up the software AutoCAD Land Desktop and AutoCAD MAP for processing

and depiction.

3.2 IMPLEMENTATION

3.2.1 Reconnaissance and Benchmark Installation (BM)

Reconnaissance should be done before field measurements, this is done to ensure

that the team have a proper description of the project location. Rough estimate on

traverse station and path are prepared on this stage of work to ensure an effective and

efficient survey.

Benchmark should be installed on an open space which is easy to spot. Location of

the installation should be located in an area near on important structures and safe

from land development.


3.2.2 Traverse Survey

Traverse survey is done with closed loop method with only local coordinate provided

by handheld GPS. Accuracy could be improved on latter stage by using geodetic GPS

coordinate. Horizontal traversing is started from BM 1 and then goes around the

location of the project. In this project 6 Benchmark and control points are installed.

3.2.3 Tachymetry Survey

Tachymetry is a system of rapid surveying, by which the positions, both horizontal and

vertical, of points on the earth surface relatively to one another are determined without

using a chain or tape or a separate levelling instrument.

The ordinary methods of surveying with a theodolite, chain, and levelling instrument

are fairly satisfactory when the ground is pretty clear of obstructions and not very

precipitous, but it becomes extremely cumbersome when the ground is covered with

bush, or broken up by ravines. Chain measurements then become slow and liable to


considerable error; the levelling, too, is carried on at great disadvantage in point of

speed, though without serious loss of accuracy.

These difficulties led to the introduction of tachymetry, in which, instead of the pole

formerly employed to mark a point, a staff similar to a level staff is used. This is marked

with heights from the foot, and is graduated according to the form of tachymeter in

use. The azimuth angle is determined as formerly. The horizontal distance is inferred

either from the vertical angle included between two well-defined points on the staff and

the known distance between them, or by readings of the staff indicated by two fixed

stadia wires in the diaphragm (reticle) of the telescope. The difference of height is

computed from the angle of depression or elevation of a fixed point on the staff and

the horizontal distance already obtained. Thus all the measurements requisite to

locate a point both vertically and horizontally with reference to the point where the

tachymeter is centered are determined by an observer at the instrument without any

assistance beyond that of a man to hold the staff.

Total Station Reflectorless ES105 is used in this survey, some area still use prism and

some utilize the laser sensor.

3.2.4 Data Processing

Field data processing is done every day to ensure the location of the survey is still

conducted within the desirable elevation made by the design engineering team. Data

processing control are usually done in the morning before the team went out of camp.

3.2.5 Topography Map Development

Map development is usually done by these stages:

1. Map Grid Preparation

2. Traverse polygon plotting

3. Tachymetry point cloud plotting

4. Contouring


4 ANALYSIS AND RESULTS

4.1 TOPOGRAPHY CONDITION

Pilubang Mini Hydropower Plant generate energy from Pilubang River, it is located in

Seluma Utara District, Seluma Regency, Bengkulu Province. The location of the weir

design can be reached about 50 Km from Bengkulu City. The coordinate of weir design

at S03 56' 47.5" E102 34' 27.1", and the coordinate of the power house design at

S03 58' 05.2" E102 35' 02.3".

The vegetation of the watershed is various from forest, cultivated land (coffee and

rubber plantation), meadow as well as mining area. The land cover of Pilubang basin

is dominated by forest area. Topography condition around site area consist of little

plateau, mostly is wavy hills with very steep river cliff (the slope of river cliff is almost

90/upright).

4.2 DATA COLLECTION METHOD

The step of benchmark measurement is presented in the scheme below:

Orientation

Planning

Measurement

Horizontal Guideline Vertical Guideline

Calculation and Correction

Arrange Coordinate List & Elevation

Plotting


4.3 CALCULATION PROCESS

In calculating the raw data, here are some calculation applied to get the data point that

can be process for plotting.

a. Azimuth Calculation

For azimuth calculation, using the formula below:

= (initial -180) + ( + angel correction ) - 360

b. Absis and Ordinate Calculation

X= d sin

Koreksi X

Y= d cos

Y= d cos

c. Polygon Coordinate Calculation

If the benchmark coordinate is known, the coordinate for polygon can be calculate

by using:

X2= Xinitial + Dsin + correction

Y2= Yinitial + Dcos + correction


4.3.1 Polygon 1

4.3.1.1 Horizontal Angel

From To o , " Oblique Plain X Y

0.000 230630 9563337.279 CP1

1 BM1 0.0003 230630 9563386 BM1

CP1 180 0 0 48.73 48.7231

P1 178 42 22 29.91 29.9099

2 P1 0.0002 178.706 0.675 0.006 -29.9013 0.002 230630.681 9563356.101 P1BM1 358 42 20 29.908 29.9080

P2 170 50 100 31.267 29.9105

3 P2 0.0002 170.862 4.750 0.006 -29.5311 0.002 230635.437 9563326.572 P2

P1 350 50 57 31.278 29.9110

P3 159 56 22 24.243 22.4761

4 P3 0.0002 159.953 7.705 0.004 -21.1139 0.002 230643.146 9563305.460 P3P2 339 56 21 24.257 22.4752

P4 199 47 49 18.443 16.9525

5 P4 0.0001 199.811 -5.746 0.003 -15.9502 0.001 230637.404 9563289.512 P4

P3 19 47 48 18.43 16.9545

P5 170 51 3 19.899 19.6998

6 P5 0.0002 170.865 3.128 0.004 -19.4500 0.002 230640.535 9563270.063 P5P4 350 50 100 19.904 19.6999

P6 169 17 8 19.007 18.8693

7 P6 0.0002 169.290 3.507 0.004 -18.5404 0.002 230644.046 9563251.524 P6

P5 349 17 7 19.002 18.8689

P7 164 49 48 28.773 28.6602

8 P7 0.0002 164.834 7.498 0.006 -27.6627 0.002 230651.549 9563223.864 P7P6 344 49 46 28.777 28.6616

P8 168 32 11 33.551 33.5129

9 P8 0.0002 168.542 6.657 0.007 -32.8444 0.003 230658.213 9563191.022 P8

P7 348 32 10 33.548 33.5118

P9 174 3 41 15.236 15.1691

10 P9 0.0002 174.067 1.568 0.003 -15.0875 0.001 230659.784 9563175.936 P9

P8 354 3 41 15.232 15.1684

P10 161 35 34 35.15 35.0592

11 P10 0.0001 161.599 11.067 0.007 -33.2659 0.003 230670.858 9563142.673 P10

P9 341 35 34 35.154 35.0578

P11 138 55 30 14.061 13.9388

12 P11 0.0002 138.931 9.158 0.003 -10.5096 0.001 230680.019 9563132.164 P11

P10 318 55 30 14.068 13.9412

P12 165 32 30 33.594 33.4029

13 P12 0.0001 165.548 8.337 0.007 -32.3470 0.003 230688.363 9563099.820 P12

P11 345 32 27 33.592 33.4051

P13 137 3 58 34.375 34.3698

14 P13 0.0002 137.073 23.408 0.007 -25.1669 0.003 230711.778 9563074.656 P13

P12 317 3 56 34.377 34.3712

P14 144 17 51 44.444 44.4241

15 P14 0.0002 144.305 25.920 0.009 -36.0781 0.004 230737.706 9563038.581 P14

P13 324 17 51 44.442 44.4231

P15 142 5 44 45.04 45.0395

16 P15 0.0002 142.104 27.665 0.009 -35.5416 0.004 230765.380 9563003.043 P15P14 322 5 44 45.04 45.0393

P16 151 27 38 19.271 19.2171

17 P16 0.0002 151.469 9.179 0.004 -16.8837 0.002 230774.563 9562986.161 P16

P15 331 27 37 19.269 19.2180

P17 145 19 24 16.316 16.3075

18 P17 0.0002 145.332 9.276 0.003 -13.4126 0.001 230783.842 9562972.750 P17P16 325 19 23 16.318 16.3082

P18 183 56 44 28.096 27.9170

No Sta

Horizontal

Angel Distance

Angle

Correcti

on

Azimuth Dsin Corr Dcos Corr codeCoordinate



16 P15 0.0002 142.104 27.665 0.009 -35.5416 0.004 230765.380 9563003.043 P15

P14 322 5 44 45.04 45.0393

P16 151 27 38 19.271 19.2171

17 P16 0.0002 151.469 9.179 0.004 -16.8837 0.002 230774.563 9562986.161 P16

P15 331 27 37 19.269 19.2180

P17 145 19 24 16.316 16.3075

18 P17 0.0002 145.332 9.276 0.003 -13.4126 0.001 230783.842 9562972.750 P17

P16 325 19 23 16.318 16.3082

P18 183 56 44 28.096 27.9170

19 P18 0.0002 183.955 -1.925 0.006 -27.8492 0.002 230781.923 9562944.903 P18

P17 3 56 43 28.09 27.9143

P19 183 39 28 39.693 39.5538

20 P19 0.0002 183.667 -2.530 0.008 -39.4789 0.003 230779.400 9562905.427 P19

P18 3 39 27 39.709 39.5661

P20 198 11 38 6.687 6.6380

21 P20 0.0002 198.204 -2.074 0.001 -6.3060 0.001 230777.328 9562899.122 P20

P19 18 11 37 6.692 6.6385

P21 179 36 42 19.799 15.2476

22 P21 0.0002 179.622 0.101 0.003 -15.2464 0.001 230777.431 9562883.877 P21

P20 359 36 42 19.822 15.2459

P22 186 35 29 6.626 5.8137

23 P22 0.0002 186.602 -0.668 0.001 -5.7750 0.000 230776.764 9562878.102 P22

P21 6 35 28 6.644 5.8135

P23 196 50 9 14.528 14.4208

24 P23 0.0002 196.847 -4.180 0.003 -13.8027 0.001 230772.587 9562864.300 P23

P22 16 50 7 14.534 14.4224

P24 225 2 54 29.308 28.9290

25 P24 0.0002 225.060 -20.478 0.006 -20.4346 0.002 230752.115 9562843.868 P24

P23 45 2 52 29.303 28.9296

P25 257 13 21 31.881 30.7258

26 P25 0.0002 257.235 -29.967 0.006 -6.7890 0.002 230722.155 9562837.082 P25

P24 77 13 19 31.871 30.7267

P26 238 36 7 11.206 11.0182

27 P26 0.0001 238.615 -9.406 0.002 -5.7383 0.001 230712.750 9562831.344 P26

P25 58 36 7 11.2 11.0189

P27 182 31 35 16.19 15.9942

28 P27 0.0001 182.540 -0.709 0.003 -15.9781 0.001 230712.045 9562815.367 P27

P26 2 31 33 16.195 15.9935

P28 152 36 47 14.63 14.6290

29 P28 0.0002 152.627 6.726 0.003 -12.9912 0.001 230718.774 9562802.377 P28

P27 332 36 44 14.63 14.6294

P29 152 10 42 40.902 40.0573

30 P29 0.0002 152.193 18.685 0.008 -35.4298 0.003 230737.467 9562766.951 P29

P28 332 10 40 40.89 40.0528

P30 175 51 40 8.508 8.3382

31 P30 0.0001 175.877 0.600 0.002 -8.3177 0.001 230738.068 9562758.634 P30

P29 355 51 39 8.503 8.3404

P31 122 46 41 17.41 16.7704

32 P31 0.0002 122.794 14.097 0.003 -9.0832 0.001 230752.169 9562749.552 P31

P30 302 46 42 17.42 16.7703

P32 128 34 23 14.231 14.2302

33 P32 0.0002 128.589 11.122 0.003 -8.8748 0.001 230763.293 9562740.678 P32

P31 308 34 25 14.228 14.2268

P33 130 26 24 20.698 19.9896

34 P33 0.0002 130.456 15.211 0.004 -12.9707 0.002 230778.508 9562727.709 P33

P32 310 26 23 20.709 19.9903

P34 156 30 18 26.341 26.3263

codeCoordinateDsin Corr Dcos CorrNo StaHorizontal

Angel Distance

Angle

Correcti

on

Azimuth



35 P34 0.0002 156.521 10.488 0.005 -24.1454 0.002 230789.001 9562703.566 P34

P33 336 30 17 26.337 26.3235

P35 155 32 38 29.716 29.5713

36 P35 0.0002 155.561 12.233 0.006 -26.9193 0.002 230801.240 9562676.649 P35

P34 335 32 35 29.707 29.5660

P36 154 44 53 41.711 41.7045

37 P36 0.0002 154.766 17.780 0.008 -37.7264 0.003 230819.029 9562638.926 P36

P35 334 44 52 41.714 41.7082

P37 203 46 47 10.202 10.1966

38 P37 0.0002 203.798 -4.115 0.002 -9.3316 0.001 230814.916 9562629.595 P37

P36 23 46 46 10.207 10.2008

P38 204 47 22 41.639 40.2681

39 P38 0.0002 204.808 -16.896 0.008 -36.5524 0.003 230798.028 9562593.046 P38

P37 24 47 21 41.651 40.2689

P39 218 37 0 14.045 13.0676

40 P39 0.0001 218.636 -8.159 0.003 -10.2082 0.001 230789.871 9562582.839 P39

P38 38 36 59 14.033 13.0692

P40 143 46 5 19.699 19.6048

41 P40 0.0001 143.787 11.583 0.004 -15.8193 0.002 230801.458 9562567.021 P40

P39 323 46 3 19.699 19.6085

P41 119 24 56 28.351 28.3342

42 P41 0.0001 119.436 24.678 0.006 -13.9258 0.002 230826.142 9562553.098 P41

P40 299 24 55 28.354 28.3384

P42 92 56 39 25.666 25.6659

43 P42 0.0002 92.965 25.630 0.005 -1.3274 0.002 230851.777 9562551.772 P42

P41 272 56 38 25.663 25.6627

P43 134 47 57 32.046 31.5510

44 P43 0.0001 134.820 22.380 0.006 -22.2405 0.003 230874.164 9562529.534 P43

P42 314 47 56 32.041 31.5528

P44 66 26 41 32.468 32.4504

45 P44 0.0002 66.466 29.751 0.006 12.9572 0.003 230903.921 9562542.494 P44

P43 246 26 40 32.467 32.4505

P45 76 57 44 35.388 34.6540

46 P45 0.0002 76.984 33.764 0.007 7.8049 0.003 230937.692 9562550.302 P45

P44 256 57 40 35.397 34.6546

P46 110 42 39 32.588 32.5572

47 P46 0.0002 110.734 30.447 0.006 -11.5258 0.003 230968.146 9562538.779 P46

P45 290 42 38 32.587 32.5548

P47 119 37 25 38.737 38.2986

48 P47 0.0002 119.647 33.288 0.008 -18.9463 0.003 231001.441 9562519.835 P47

P46 299 37 24 38.738 38.3051

P48 130 46 53 24.917 24.9147

49 P48 0.0002 130.806 18.860 0.005 -16.2827 0.002 231020.306 9562503.555 P48

P47 310 46 53 24.921 24.9181

P49 121 49 24 31.269 31.1459

50 P49 0.0002 121.848 26.459 0.006 -16.4357 0.003 231046.771 9562487.121 P49

P48 301 49 22 31.277 31.1504

P50 123 49 2 20.81 20.4336

51 P50 0.0003 123.842 16.974 0.004 -11.3813 0.002 231063.749 9562475.742 P50

P49 303 49 0 20.811 20.4397

P51 246 54 52 64.192 53.2954

52 P51 0.0002 246.940 -49.037 0.011 -20.8755 0.004 231014.723 9562454.870 P51

P50 66 54 52 64.169 53.2964

P52 326 19 58 53.861 53.8095

53 P52 0.0001 326.359 -29.810 0.011 44.7975 0.004 230984.923 9562499.672 P52

P51 146 19 58 53.863 53.8092

P53 248 18 29 153.311 153.1681

54 P53 0.0002 248.334 -142.349 0.030 -56.5491 0.012 230842.604 9562443.136 P53

P52 68 18 26 153.317 153.1724

P54 320 57 31 129.727 129.7197


Angel Distance

Angle

Correcti

on

Azimuth


4.3.1.2 Vertical Angel


55 P54 0.0002 320.986 -81.661 0.026 100.7919 0.010 230760.969 9562543.938 P54

P53 140 57 29 129.73 129.7220

P55 10 53 100 89.934 89.9277

56 P55 0.0001 10.939 17.065 0.018 88.2949 0.007 230778.052 9562632.240 P55

P54 190 53 59 89.937 89.9303

P56 339 24 5 79.787 79.7609

57 P56 0.0001 339.441 -28.009 0.016 74.6800 0.006 230750.059 9562706.926 P56

P55 159 24 7 79.786 79.7589

P57 310 49 33 31.534 31.4490

58 P57 0.0002 310.865 -23.786 0.006 20.5786 0.003 230726.279 9562727.508 P57

P56 130 49 32 31.548 31.4557

P58 335 40 57 120.923 120.9112

59 P58 0.0002 335.722 -49.714 0.024 110.2177 0.010 230676.589 9562837.735 P58

P57 155 40 54 120.923 120.9104

P59 56 11 47 111.48 111.4800

60 P59 0.0001 56.237 92.678 0.022 61.9556 0.009 230769.289 9562899.699 P59

P58 236 11 46 111.479 111.4790

P60 350 52 50 51.158 51.1575

61 P60 0.0002 350.922 -8.072 0.010 50.5166 0.004 230761.227 9562950.220 P60

P59 170 52 51 51.158 51.1573

P61 334 16 39 29.325 29.1580

62 P61 0.0002 334.318 -12.636 0.006 26.2771 0.002 230748.597 9562976.500 P61

P60 154 16 39 29.328 29.1566

P62 326 11 32 221.38 221.3800

63 P62 0.0002 326.233 -123.045 0.044 184.0346 0.018 230625.595 9563160.552 P62

P61 146 11 30 221.379 221.3790

P63 352 51 46 84.47 84.4699

64 P63 0.0002 352.905 -10.434 0.017 83.8230 0.007 230615.178 9563244.382 P63

P62 172 51 45 84.47 84.4699

CP1 9 0 45 94.063 94.0620

65 CP1 0.0002 9.055 14.803 0.019 92.8897 0.008 230630.000 9563337.279 CP1

P63 189 0 40 94.063 94.0618

BM 359 57 22 48.729 48.7248


Angel Distance

Angle

Correcti

on

Azimuth

Average Elev

From To TS Object o , " Oblique Plain Height Diff. Z

0 0 0 315.369 CP1

1 BM1 1.36 316 BM1

CP1 1.17 90 57 55 48.73 48.7231 -0.631

P1 1.62 90 10 36 29.91 29.9099 -0.352

2 P1 1.62 -0.333 -0.001 315.666 P1

BM1 1.36 89 53 57 29.908 29.9080 0.313

P2 1.31 73 3 39 31.267 29.9105 9.420

codeCorrectionHeight

DifferenceNo Sta Height Vertical Angel Distance


Average Elev


3 P2 1.31 9.438 -0.001 325.103 P2P1 1.62 107 0 7 31.278 29.9110 -9.456

P3 1.385 67 59 24 24.243 22.4761 9.011

4 P3 1.385 9.031 -0.001 334.132 P3P2 1.31 112 5 50 24.257 22.4752 -9.050

P4 1.295 113 11 35 18.443 16.9525 -7.173

5 P4 1.295 -7.155 -0.001 326.977 P4P3 1.385 66 55 3 18.43 16.9545 7.136

P5 1.435 81 53 13 19.899 19.6998 2.668

6 P5 1.435 2.686 -0.001 329.661 P5P4 1.295 98 12 44 19.904 19.6999 -2.703

P6 1.155 96 54 5 19.007 18.8693 -2.004

7 P6 1.155 -1.985 -0.001 327.676 P6P5 1.435 83 12 51 19.002 18.8689 1.965

P7 1.41 84 55 28 28.773 28.6602 2.291

8 P7 1.41 2.306 -0.001 329.980 P7P6 1.155 95 8 2 28.777 28.6616 -2.320

P8 1.4 92 43 46 33.551 33.5129 -1.588

9 P8 1.4 -1.569 -0.002 328.410 P8P7 1.41 87 20 12 33.548 33.5118 1.549

P9 1.17 95 22 19 15.236 15.1691 -1.196

10 P9 1.17 -1.179 -0.001 327.231 P9

P8 1.4 84 45 41 15.232 15.1684 1.161

P10 1.385 94 7 11 35.15 35.0592 -2.740

11 P10 1.365 -2.732 -0.002 324.497 P10

P9 1.24 85 45 36 35.154 35.0578 2.724

P11 1.255 82 26 32 14.061 13.9388 1.959

12 P11 1.255 1.977 -0.001 326.473 P11

P10 1.365 97 41 55 14.068 13.9412 -1.995

P12 1.315 96 6 50 33.594 33.4029 -3.638

13 P12 1.315 -3.619 -0.002 322.853 P12

P11 1.255 83 57 9 33.592 33.4051 3.599

P13 1.385 89 0 13 34.375 34.3698 0.528

14 P13 1.385 0.546 -0.002 323.397 P13

P12 1.315 91 3 18 34.377 34.3712 -0.563

P14 1.41 91 42 48 44.444 44.4241 -1.354

15 P14 1.41 -1.338 -0.002 322.057 P14P13 1.385 88 19 39 44.442 44.4231 1.322

P15 1.37 89 44 22 45.04 45.0395 0.245

16 P15 1.37 0.264 -0.002 322.319 P15P14 1.41 90 18 33 45.04 45.0393 -0.283

P16 1.295 94 17 11 19.271 19.2171 -1.365




Average Elev


17 P16 1.295 -1.346 -0.001 320.972 P16

P15 1.37 85 49 50 19.269 19.2180 1.326

P17 1.375 88 8 51 16.316 16.3075 0.447

18 P17 1.375 0.466 -0.001 321.437 P17P16 1.295 91 59 3 16.318 16.3082 -0.485

P18 1.415 96 28 13 28.096 27.9170 -3.206

19 P18 1.415 -3.192 -0.001 318.245 P18

P17 1.375 83 35 19 28.09 27.9143 3.177

P19 1.41 85 12 3 39.693 39.5538 3.326

20 P19 1.41 3.349 -0.002 321.591 P19P18 1.415 94 51 46 39.709 39.5661 -3.371

P20 1.365 83 3 39 6.687 6.6380 0.853

21 P20 1.365 0.872 0.000 322.462 P20

P19 1.41 97 15 6 6.692 6.6385 -0.890

P21 1.335 50 21 53 19.799 15.2476 12.660

22 P21 1.335 12.679 -0.001 335.141 P21

P20 1.365 129 43 23 19.822 15.2459 -12.698

P22 1.39 61 19 50 6.626 5.8137 3.124

23 P22 1.39 3.143 0.000 338.283 P22P21 1.335 118 57 19 6.644 5.8135 -3.162

P23 1.36 83 2 8 14.528 14.4208 1.792

24 P23 1.39 1.797 -0.001 340.080 P23

P22 1.395 97 6 12 14.534 14.4224 -1.802

P24 1.265 99 13 29 29.308 28.9290 -4.573

25 P24 1.265 -4.556 -0.001 335.523 P24P23 1.39 80 50 38 29.303 28.9296 4.538

P25 1.41 105 28 16 31.881 30.7258 -8.649

26 P25 1.41 -8.629 -0.001 326.893 P25

P24 1.265 74 36 1 31.871 30.7267 8.608

P26 1.445 100 30 13 11.206 11.0182 -2.078

27 P26 1.445 -2.060 -0.001 324.833 P26

P25 1.41 79 40 55 11.2 11.0189 2.041

P27 1.27 81 4 48 16.19 15.9942 2.685

28 P27 1.27 2.704 -0.001 327.535 P27

P26 1.445 99 2 52 16.195 15.9935 -2.722

P28 1.14 90 39 43 14.63 14.6290 -0.039

29 P28 1.14 -0.020 -0.001 327.515 P28

P27 1.27 89 29 9 14.63 14.6294 0.001

P29 1.435 101 39 52 40.902 40.0573 -8.565

30 P29 1.435 -8.546 -0.002 318.967 P29

P28 1.14 78 23 8 40.89 40.0528 8.527

P30 1.38 101 27 58 8.508 8.3382 -1.636

31 P30 1.38 -1.618 0.000 317.348 P30

P29 1.435 78 46 32 8.503 8.3404 1.600

P31 1.26 74 25 17 17.41 16.7704 4.796

32 P31 1.26 4.815 -0.001 322.162 P31

P30 1.38 105 41 52 17.42 16.7703 -4.833

P32 1.42 89 23 41 14.231 14.2302 -0.010

33 P32 1.42 0.008 -0.001 322.169 P32

P31 1.26 90 45 1 14.228 14.2268 -0.026

P33 1.215 74 57 59 20.698 19.9896 5.574




Average Elev


34 P33 1.215 5.594 -0.001 327.762 P33

P32 1.42 105 8 19 20.709 19.9903 -5.613

P34 1.36 91 54 52 26.341 26.3263 -1.025

35 P34 1.36 -1.006 -0.001 326.755 P34

P33 1.215 88 10 3 26.337 26.3235 0.987

P35 1.48 95 39 24 29.716 29.5713 -3.049

36 P35 1.48 -3.030 -0.001 323.723 P35

P34 1.36 84 24 56 29.707 29.5660 3.011

P36 1.46 91 0 43 41.711 41.7045 -0.717

37 P36 1.46 -0.695 -0.002 323.026 P36

P35 1.48 89 2 55 41.714 41.7082 0.673

P37 1.415 88 8 13 10.202 10.1966 0.377

38 P37 1.435 0.386 0.000 323.412 P37

P36 1.475 91 59 45 10.207 10.2008 -0.395

P38 1.245 75 15 25 41.639 40.2681 10.786

39 P38 1.245 10.809 -0.002 334.218 P38

P37 1.435 104 48 6 41.651 40.2689 -10.831

P39 1.295 111 30 4 14.045 13.0676 -5.198

40 P39 1.295 -5.180 -0.001 329.038 P39

P38 1.245 68 38 30 14.033 13.0692 5.161

P40 1.37 95 36 21 19.699 19.6048 -1.999

41 P40 1.37 -1.980 -0.001 327.057 P40

P39 1.295 84 30 24 19.699 19.6085 1.961

P41 1.34 91 58 24 28.351 28.3342 -0.946

42 P41 1.34 -0.929 -0.001 326.127 P41

P40 1.37 88 5 54 28.354 28.3384 0.911

P42 1.455 89 48 49 25.666 25.6659 -0.032

43 P42 1.455 -0.012 -0.001 326.114 P42

P41 1.34 90 16 31 25.663 25.6627 -0.008

P43 1.425 100 4 59 32.046 31.5510 -5.580

44 P43 1.435 -5.566 -0.002 320.546 P43

P42 1.455 79 59 6 32.041 31.5528 5.552

P44 1.45 91 53 16 32.468 32.4504 -1.085

45 P44 1.45 -1.073 -0.002 319.472 P44

P43 1.425 88 10 18 32.467 32.4505 1.061

P45 1.31 78 18 35 35.388 34.6540 7.310

46 P45 1.31 7.331 -0.002 326.801 P45

P44 1.45 101 45 18 35.397 34.6546 -7.351

P46 1.205 87 30 27 32.588 32.5572 1.522

47 P46 1.205 1.537 -0.002 328.336 P46

P45 1.31 92 32 45 32.587 32.5548 -1.552

P47 1.26 98 37 42 38.737 38.2986 -5.866

48 P47 1.26 -5.848 -0.002 322.486 P47

P46 1.205 81 25 34 38.738 38.3051 5.830

P48 1.365 89 13 20 24.917 24.9147 0.233




Average Elev


49 P48 1.365 0.253 -0.001 322.738 P48

P47 1.26 90 52 4 24.921 24.9181 -0.272

P49 1.38 84 54 49 31.269 31.1459 2.757

50 P49 1.38 2.777 -0.002 325.513 P49

P48 1.365 95 9 24 31.277 31.1504 -2.796

P50 1.54 79 5 8 20.81 20.4336 3.780

51 P50 1.5 3.785 -0.001 329.296 P50

P49 1.375 100 50 22 20.811 20.4397 -3.789

P51 1.3 123 52 32 64.192 53.2954 -35.580

52 P51 1.3 -35.559 -0.003 293.735 P51

P50 1.5 56 9 24 64.169 53.2964 35.537

P52 1.4 87 29 36 53.861 53.8095 2.256

53 P52 1.4 2.282 -0.003 296.014 P52

P51 1.3 92 32 100 53.863 53.8092 -2.307

P53 1.525 87 31 34 153.311 153.1681 6.493

54 P53 1.525 6.513 -0.007 302.520 P53

P52 1.4 92 29 20 153.317 153.1724 -6.533

P54 1.275 89 23 27 129.727 129.7197 1.629

55 P54 1.275 1.660 -0.006 304.173 P54

P53 1.525 90 38 11 129.73 129.7220 -1.691

P55 1.31 89 19 17 89.934 89.9277 1.030

56 P55 1.31 1.046 -0.004 305.214 P55

P54 1.275 90 41 53 89.937 89.9303 -1.061

P56 1.38 88 32 4 79.787 79.7609 1.971

57 P56 1.38 1.991 -0.004 307.201 P56

P55 1.31 91 29 37 79.786 79.7589 -2.010

P57 1.435 85 47 30 31.534 31.4490 2.259

58 P57 1.49 2.270 -0.002 309.469 P57

P56 1.36 94 22 59 31.548 31.4557 -2.281

P58 1.41 89 11 56 120.923 120.9112 1.771

59 P58 1.41 1.799 -0.006 311.263 P58

P57 1.49 90 48 100 120.923 120.9104 -1.827

P59 1.275 89 59 8 111.48 111.4800 0.163

60 P59 1.275 0.186 -0.005 311.443 P59

P58 1.41 90 2 16 111.479 111.4790 -0.209

P60 1.47 89 44 17 51.158 51.1575 0.039

61 P60 1.47 0.055 -0.002 311.496 P60

P59 1.275 90 17 51 51.158 51.1573 -0.071

P61 1.5 83 52 57 29.325 29.1580 3.095

62 P61 1.5 3.116 -0.001 314.610 P61

P60 1.47 96 11 48 29.328 29.1566 -3.136

P62 1.325 90 1 2 221.38 221.3800 0.108

63 P62 1.325 0.122 -0.011 314.721 P62

P61 1.5 89 59 23 221.379 221.3790 -0.135

P63 1.305 89 55 38 84.47 84.4699 0.127

64 P63 1.305 0.148 -0.004 314.865 P63

P62 1.325 90 6 3 84.47 84.4699 -0.169

CP1 1.245 89 44 16 94.063 94.0620 0.490

65 CP1 1.245 0.509 -0.005 315.369 CP1

P63 1.305 90 17 6 94.063 94.0618 -0.528

BM 1.27 89 15 3 48.729 48.7248 0.612




4.3.1.3 Correction

4.3.2 Polygon 2


Angel Tolerance

0.202 fx = ((Xend-Xinitial))-( (d sin )) Linear Dist Requisite = = 12059.989 0 12' 05.60" 0.504 fx 2^ = 0.253780896

(n-2)*180 = 12060.000 Height Difference Corr fy 2^ = 0.041964379

= 0.011 ((Zend-Zinitial))-( H) fy= ((Yend-Yinitial)-( (d cos )) fx 2^+fy 2^ = 0.543824673

-0.123 0.205 d/(fx 2^+fy 2^) = 4692.15492

0.011 0 0 41

Initial Azimuth = 0.000 fx = 0.5038

Final Azimuth = 0.000000 fy = 0.205

Sigma Angel = 12059.989 Sigma Distance = 2551.7096

Number of Points = 65 Linear Error = 1 : 4692.1549

Correction Angel = 12059.989

Error Angel = 0 00' 41"

Angel Correction Coordinate Error Distance Tolerance

= - (n-2)180 (fx 2^+fy 2^)/d



12 M11 0.0000 152.13909 14.199 0.005 -26.8612 0.002 231241.005 9562065.879 M11

M10 332 6 55 30.44 30.3835

M12 137 6 40 32.293 31.8495

13 M12 0.0001 137.13497 21.666 0.006 -23.3441 0.002 231262.677 9562042.537 M12

M11 317 6 39 32.292 31.8489

M13 199 39 28 28.409 28.3966

14 M13 0.0000 199.68199 -9.564 0.005 -26.7374 0.002 231253.118 9562015.802 M13

M12 19 39 27 28.408 28.3962

M14 185 4 15 35.489 34.9024

15 M14 0.0001 185.09537 -3.100 0.006 -34.7641 0.002 231250.024 9561981.040 M14

M13 5 4 14 35.481 34.9016M15 184 32 18 42.321 42.3169

16 M15 0.0001 184.56320 -3.367 0.008 -42.1840 0.003 231246.665 9561938.859 M15

M14 4 32 18 42.324 42.3194M16 237 7 8 19.236 19.1800

17 M16 0.0000 237.14383 -16.110 0.003 -10.4047 0.001 231230.559 9561928.455 M16

M15 57 7 5 19.235 19.1760M17 210 37 2 32.273 32.2532

18 M17 0.0001 210.64304 -16.439 0.006 -27.7488 0.002 231214.126 9561900.709 M17

M16 30 37 3 32.273 32.2519M18 203 1 47 17.271 17.2627

19 M18 0.0000 203.05531 -6.761 0.003 -15.8857 0.001 231207.368 9561884.824 M18

M17 23 1 45 17.274 17.2668M19 147 33 50 12.197 12.0786

20 M19 0.0000 147.59007 6.474 0.002 -10.1974 0.001 231213.844 9561874.628 M19

M18 327 33 50 12.193 12.0792M20 113 4 18 34.889 34.8888

21 M20 0.0001 113.09789 32.090 0.006 -13.6864 0.002 231245.941 9561860.944 M20

M19 293 4 18 34.886 34.8856M21 145 43 29 11.886 11.8622

22 M21 0.0000 145.75101 6.677 0.002 -9.8063 0.001 231252.619 9561851.138 M21

M20 325 43 27 11.891 11.8648M22 106 56 22 51.272 51.2428

23 M22 0.0001 106.96633 49.013 0.009 -14.9533 0.003 231301.642 9561836.188 M22

M21 286 56 21 51.272 51.2441M23 149 9 58 22.687 22.6862

24 M23 0.0000 149.19334 11.620 0.004 -19.4879 0.002 231313.266 9561816.702 M23

M22 329 9 57 22.693 22.6925M24 103 24 25 44.246 44.2438

25 M24 0.0001 103.43449 43.031 0.008 -10.2789 0.003 231356.305 9561806.426 M24M23 283 24 23 44.242 44.2402

M25 140 24 50 63.692 63.6540

26 M25 0.0000 140.44206 40.538 0.011 -49.0758 0.004 231396.855 9561757.354 M25

M24 320 24 49 63.693 63.6534

M26 123 54 52 37.928 37.8456

27 M26 0.0001 123.94294 31.399 0.007 -21.1336 0.003 231428.261 9561736.223 M26

M25 303 54 49 37.937 37.8521

M27 170 13 25 21.02 20.9644

28 M27 0.0001 170.25301 3.550 0.004 -20.6634 0.001 231431.815 9561715.561 M27

M26 350 13 26 21.021 20.9677

M28 163 53 5 21.917 21.6784

29 M28 0.0000 163.91389 6.006 0.004 -20.8288 0.001 231437.825 9561694.734 M28

M27 343 53 4 21.91 21.6767

M29 134 37 21 18.396 18.3391

30 M29 0.0001 134.65199 13.047 0.003 -12.8898 0.001 231450.876 9561681.846 M29

M28 314 37 20 18.402 18.3421

M30 171 51 39 76.057 76.0460

31 M30 0.0001 171.89067 10.728 0.014 -75.2878 0.005 231461.617 9561606.563 M30

M29 351 51 38 76.062 76.0503

M31 189 43 27 228.863 228.8508

32 M31 0.0000 189.75434 -38.773 0.041 -225.5447 0.015 231422.885 9561381.034 M31

M30 9 43 21 228.867 228.8555

M32 133 29 43 18.237 18.2104

33 M32 0.0000 133.52715 13.205 0.003 -12.5430 0.001 231436.093 9561368.492 M32

M31 313 29 42 18.249 18.2147

M33 91 32 49 70.904 70.7718

34 M33 0.0000 91.57913 70.744 0.013 -1.9503 0.005 231506.850 9561366.546 M33

M32 271 32 46 70.9 70.7701

M34 71 24 9 121.334 121.3093

35 M34 0.0001 71.43557 114.998 0.022 38.6216 0.008 231621.870 9561405.176 M34

M33 251 24 7 121.337 121.3109

M35 139 38 41 25.758 25.7541

36 M35 0.0001 139.67842 16.665 0.005 -19.6354 0.002 231638.539 9561385.542 M35

M34 319 38 40 25.757 25.7537

M36 144 34 10 20.41 20.1900

37 M36 0.0001 144.60348 11.694 0.004 -16.4575 0.001 231650.237 9561369.086 M36

M35 324 34 8 20.414 20.1883

M37 135 39 24 12.063 12.0007

38 M37 0.0001 135.69131 8.383 0.002 -8.5878 0.001 231658.622 9561360.499 M37

M36 315 39 22 12.06 12.0013

M38 144 38 32 39.401 39.3947

39 M38 0.0001 144.67747 22.777 0.007 -32.1423 0.003 231681.406 9561328.360 M38

M37 324 38 29 39.401 39.3940

M39 138 19 40 45.736 45.7325

40 M39 0.0001 138.36391 30.384 0.008 -34.1793 0.003 231711.799 9561294.184 M39

M38 318 19 38 45.736 45.7319

M40 143 45 41 55.899 55.8730

NoSta Horizontal Angel Distance

Angel

Correctio

n

Azimuth Dsin Corr Dcos Corr CodeCoordinate



41 M40 0.0001 143.79813 33.000 0.010 -45.0861 0.004 231744.809 9561249.101 M40

M39 323 45 39 55.9 55.8726

M41 148 28 50 20.005 19.8951

42 M41 0.0000 148.51791 10.389 0.004 -16.9656 0.001 231755.202 9561232.137 M41

M40 328 28 49 19.999 19.8928

M42 123 5 13 141.909 140.2623

43 M42 0.0001 123.12462 117.467 0.025 -76.6477 0.009 231872.695 9561155.499 M42

M41 303 5 14 141.913 140.2612

CP2 150 45 10 19.692 19.5530

44 CP2 0.0001 150.79024 9.542 0.004 -17.0658 0.001 231882.240 9561138.434 CP2

M42 330 45 10 19.686 19.5512

BM2 204 35 38 65.196 63.6378

45 BM2 0.0001 204.63142 -26.523 0.011 -57.8471 0.004 231855.728 9561080.591 BM2

CP2 24 35 39 65.188 63.6376

M43 286 13 58 17.197 16.9989

46 M43 0.0001 286.27011 -16.318 0.003 4.7624 0.001 231839.414 9561085.355 M43

BM2 106 13 57 17.197 16.9981

M44 314 13 58 12.515 12.2170

47 M44 0.0001 314.27045 -8.747 0.002 8.5270 0.001 231830.669 9561093.883 M44

M43 134 13 57 12.504 12.2139

M45 304 1 14 481.17 481.1661

48 M45 0.0001 304.05855 -398.629 0.087 269.4717 0.032 231432.127 9561363.387 M45

M44 124 1 32 481.168 481.1645

M46 318 28 20 19.883 19.8703

49 M46 0.0001 318.50528 -13.166 0.004 14.8837 0.001 231418.965 9561378.272 M46

M45 138 28 18 19.883 19.8716

M47 345 52 39 451.25 451.2500

50 M47 0.0000 345.91117 -109.845 0.082 437.6742 0.030 231309.201 9561815.976 M47

M46 165 52 34 451.246 451.2459

M48 297 10 1 65.385 65.3666

51 M48 0.0001 297.20205 -58.138 0.012 29.8817 0.004 231251.074 9561845.863 M48

M47 117 10 1 65.389 65.3696

M49 300 8 21 48.94 48.9396

52 M49 0.0001 300.17432 -42.307 0.009 24.5977 0.003 231208.777 9561870.464 M49

M48 120 8 19 48.936 48.9358

M50 346 23 13 11.614 11.4890

53 M50 0.0001 346.42272 -2.697 0.002 11.1681 0.001 231206.082 9561881.632 M50

M49 166 23 11 11.62 11.4893

M51 4 37 13 15.785 15.7584

54 M51 0.0001 4.65667 1.279 0.003 15.7035 0.001 231207.363 9561897.337 M51

M50 184 37 13 15.777 15.7525

M52 25 43 2 30.301 29.9910

55 M52 0.0001 25.75367 13.030 0.005 27.0087 0.002 231220.398 9561924.348 M52

M51 205 43 2 30.288 29.9836

M53 19 3 32 14.421 14.4207

56 M53 0.0001 19.09539 4.718 0.003 13.6276 0.001 231225.119 9561937.976 M53

M52 199 3 31 14.422 14.4215

M54 77 50 41 15.406 15.1941

57 M54 0.0000 77.88157 14.856 0.003 3.1899 0.001 231239.978 9561941.167 M54

M53 257 50 38 15.414 15.1957

M55 4 39 2 39.448 39.3758

58 M55 0.0000 4.68827 3.218 0.007 39.2442 0.003 231243.203 9561980.414 M55

M54 184 38 100 39.446 39.3761

M56 345 30 52 29.717 29.7115

59 M56 0.0001 345.54165 -7.418 0.005 28.7713 0.002 231235.790 9562009.187 M56

M55 165 30 50 29.718 29.7132

M57 341 37 50 16.038 16.0145

60 M57 0.0001 341.65837 -5.039 0.003 15.2001 0.001 231230.754 9562024.388 M57

M56 161 37 49 16.034 16.0127

M58 8 32 27 39.597 39.5252

61 M58 0.0000 8.56899 5.889 0.007 39.0821 0.003 231236.650 9562063.473 M58

M57 188 32 25 39.595 39.5214

M59 320 14 35 24.367 24.3330

62 M59 0.0001 320.27181 -15.553 0.004 18.7154 0.002 231221.101 9562082.190 M59

M58 140 14 34 24.368 24.3361

M60 340 11 31 27.743 27.7162

63 M60 0.0000 340.22103 -9.378 0.005 26.0790 0.002 231211.728 9562108.271 M60

M59 160 11 29 27.737 27.7118

M61 300 51 46 25.452 25.4347

64 M61 0.0001 300.89246 -21.825 0.005 13.0583 0.002 231189.907 9562121.331 M61

M60 120 51 45 25.448 25.4323

M62 316 54 59 105.711 105.5322

65 M62 0.0000 316.94641 -72.043 0.019 77.1124 0.007 231117.883 9562198.451 M62

M61 136 54 59 105.709 105.5277

M63 279 32 46 18.19 16.7989

66 M63 0.0000 279.57617 -16.563 0.003 2.7943 0.001 231101.323 9562201.246 M63

M62 99 32 46 18.201 16.7953

M64 267 4 38 20.4 19.2562

67 M64 0.0001 267.10733 -19.230 0.003 -0.9717 0.001 231082.096 9562200.276 M64

M63 87 4 37 20.385 19.2536

M65 330 58 47 12.742 12.1908

68 M65 0.0001 331.01018 -5.909 0.002 10.6652 0.001 231076.189 9562210.942 M65

M64 150 58 45 12.736 12.1951

M66 3 10 23 233.545 233.3407

69 M66 0.0000 3.20414 13.042 0.042 232.9725 0.016 231089.273 9562443.930 M66

M65 183 10 19 233.541 233.3339

M67 319 55 30 28.968 28.9248


Angel

Correctio

n





70 M67 0.0001 319.95723 -18.609 0.005 22.1443 0.002 231070.669 9562466.076 M67

M66 139 55 29 28.968 28.9260

P49A 311 19 35 32.18 31.8455

71 P49 0.0001 311.35895 -23.903 0.006 21.0431 0.002 231046.771 9562487.121 P49

M67 131 19 34 32.176 31.8468

P50 123 47 57 20.803 20.4408


Angel

Correctio

n


Average Elev


0 0 0 325.513 P49

1 P50 1.485 329.296 P50P49 1.335 100 54 35 20.819 20.4427 -3.790

M1 1.52 86 36 22 19.445 19.4109 1.1162 M1 1.52 1.134 -0.002 330.428 M1

P50 1.485 93 29 58 19.45 19.4137 -1.152M2 1.39 94 0 17 108.849 108.5832 -7.472

3 M2 1.39 -7.453 -0.012 322.964 M2M1 1.52 86 0 57 108.845 108.5820 7.433

M3 1.4 87 40 50 11.987 11.9772 0.4754 M3 1.4 0.494 -0.001 323.456 M3

M2 1.39 92 29 53 11.988 11.9766 -0.513M4 1.375 91 40 7 147.17 147.1076 -4.260

5 M4 1.345 -4.248 -0.016 319.193 M4M3 1.4 88 19 45 147.171 147.1084 4.236

M5 1.36 63 53 17 24.481 21.9824 10.7606 M5 1.36 10.780 -0.002 329.970 M5

M4 1.345 116 11 52 24.498 21.9815 -10.800M6 1.485 94 27 56 82.179 81.9295 -6.523

7 M6 1.485 -6.505 -0.009 323.456 M6M5 1.36 85 33 34 82.176 81.9293 6.487

M7 1.44 79 56 43 22.747 22.3976 4.0168 M7 1.44 4.036 -0.002 327.490 M7

M6 1.485 100 9 10 22.752 22.3957 -4.056

M8 1.405 101 34 40 39.031 38.2368 -7.7989 M8 1.405 -7.780 -0.004 319.706 M8

M7 1.44 78 28 30 39.023 38.2362 7.762M9 1.375 91 30 31 27.173 27.1636 -0.685

10 M9 1.375 -0.668 -0.003 319.035 M9

M8 1.405 88 33 50 27.171 27.1625 0.651

M10 1.375 83 16 25 20.97 20.8257 2.456

11 M10 1.375 2.476 -0.002 321.509 M10

M9 1.375 96 50 0 20.974 20.8250 -2.496

M11 1.3 86 34 33 30.437 30.3827 1.893

12 M11 1.3 1.911 -0.003 323.416 M11

M10 1.375 93 29 28 30.44 30.3835 -1.929

M12 1.405 80 29 36 32.293 31.8495 5.229

13 M12 1.405 5.228 -0.003 328.640 M12

M11 1.3 99 30 11 32.292 31.8489 -5.226

M13 1.4 91 41 38 28.409 28.3966 -0.835

14 M13 1.41 -0.849 -0.003 327.788 M13

M12 1.365 88 20 59 28.408 28.3962 0.863

M14 1.405 100 25 56 35.489 34.9024 -6.421

15 M14 1.405 -6.401 -0.004 321.384 M14M13 1.41 79 37 53 35.481 34.9016 6.381

M15 1.42 89 12 1 42.321 42.3169 0.57616 M15 1.42 0.593 -0.005 321.972 M15

M14 1.405 90 50 44 42.324 42.3194 -0.610M16 1.415 85 37 39 19.236 19.1800 1.472

17 M16 1.415 1.491 -0.002 323.461 M16

M15 1.42 94 29 16 19.235 19.1760 -1.510M17 1.42 87 59 39 32.273 32.2532 1.125

Height

DifferenceNo

Sta Height Vertical Angel DistanceCorr Code


Average Elev


18 M17 1.42 1.144 -0.003 324.601 M17M16 1.415 92 4 21 32.273 32.2519 -1.162M18 1.405 91 46 54 17.271 17.2627 -0.522

19 M18 1.405 -0.504 -0.002 324.096 M18M17 1.42 88 20 26 17.274 17.2668 0.485

M19 1.275 97 59 22 12.197 12.0786 -1.56520 M19 1.275 -1.549 -0.001 322.546 M19

M18 1.405 82 10 1 12.193 12.0792 1.532

M20 1.38 89 47 45 34.889 34.8888 0.01921 M20 1.38 0.039 -0.004 322.581 M20

M19 1.275 90 16 10 34.886 34.8856 -0.059M21 1.45 86 22 21 11.886 11.8622 0.682

22 M21 1.45 0.701 -0.001 323.281 M21

M20 1.38 93 48 26 11.891 11.8648 -0.720M22 1.375 91 55 57 51.272 51.2428 -1.654

23 M22 1.375 -1.635 -0.006 321.640 M22M21 1.45 88 6 35 51.272 51.2441 1.616

M23 1.445 90 29 22 22.687 22.6862 -0.26424 M23 1.445 -0.245 -0.002 321.393 M23

M22 1.375 89 36 28 22.693 22.6925 0.225

M24 1.395 90 33 54 44.246 44.2438 -0.38625 M24 1.395 -0.368 -0.005 321.020 M24

M23 1.445 89 28 54 44.242 44.2402 0.350M25 1.35 88 1 15 63.692 63.6540 2.245

26 M25 1.35 2.268 -0.007 323.282 M25

M24 1.395 92 1 15 63.693 63.6534 -2.291

M26 1.35 86 13 21 37.928 37.8456 2.499

27 M26 1.35 2.518 -0.004 325.795 M26

M25 1.35 93 49 59 37.937 37.8521 -2.536

M27 1.325 94 10 1 21.02 20.9644 -1.502

28 M27 1.325 -1.487 -0.002 324.306 M27

M26 1.35 85 55 5 21.021 20.9677 1.471

M28 1.395 98 27 45 21.917 21.6784 -3.295

29 M28 1.395 -3.277 -0.002 321.027 M28

M27 1.325 81 37 52 21.91 21.6767 3.259

M29 1.415 85 29 37 18.396 18.3391 1.425

30 M29 1.415 1.444 -0.002 322.469 M29

M28 1.395 94 37 24 18.402 18.3421 -1.463

M30 1.41 89 1 39 76.057 76.0460 1.296

31 M30 1.41 1.317 -0.008 323.777 M30

M29 1.415 91 0 13 76.062 76.0503 -1.337

M31 1.41 90 35 26 228.863 228.8508 -2.359

32 M31 1.41 -2.328 -0.025 321.424 M31

M30 1.41 89 25 30 228.867 228.8555 2.297

M32 1.395 86 54 25 18.237 18.2104 0.999

33 M32 1.47 1.004 -0.002 322.426 M32

M31 1.36 93 30 47 18.249 18.2147 -1.008

M33 1.43 93 29 59 70.904 70.7718 -4.288

34 M33 1.43 -4.269 -0.008 318.150 M33

M32 1.47 86 31 54 70.9 70.7701 4.249

M34 1.34 88 50 37 121.334 121.3093 2.539

35 M34 1.34 2.572 -0.013 320.709 M34

M33 1.43 91 11 15 121.337 121.3109 -2.605

M35 1.43 90 59 50 25.758 25.7541 -0.538

36 M35 1.43 -0.520 -0.003 320.187 M35

M34 1.34 89 5 8 25.757 25.7537 0.501

M36 1.135 81 34 48 20.41 20.1900 3.284

37 M36 1.135 3.303 -0.002 323.487 M36

M35 1.43 98 31 37 20.414 20.1883 -3.322

M37 1.3 95 49 24 12.063 12.0007 -1.389

38 M37 1.3 -1.371 -0.001 322.115 M37

M36 1.135 84 20 47 12.06 12.0013 1.353

M38 1.31 88 58 36 39.401 39.3947 0.694

39 M38 1.31 0.713 -0.004 322.824 M38

M37 1.3 91 4 42 39.401 39.3940 -0.732

M39 1.39 89 17 11 45.736 45.7325 0.490

40 M39 1.39 0.511 -0.005 323.330 M39

M38 1.31 90 45 59 45.736 45.7319 -0.532

M40 1.385 88 15 3 55.899 55.8730 1.711

Height

DifferenceNo



Average Elev


41 M40 1.385 1.733 -0.006 325.056 M40

M39 1.39 91 47 33 55.9 55.8726 -1.754

M41 1.4 96 0 35 20.005 19.8951 -2.109

42 M41 1.4 -2.092 -0.002 322.963 M41

M40 1.385 84 5 29 19.999 19.8928 2.074

M42 1.265 81 15 47 141.909 140.2623 21.691

43 M42 1.265 21.708 -0.015 344.655 M42

M41 1.4 98 45 1 141.913 140.2612 -21.724

CP2 1.39 96 48 45 19.692 19.5530 -2.461

44 CP2 1.39 -2.443 -0.002 342.210 CP2

M42 1.265 83 17 30 19.686 19.5512 2.425

BM2 1.205 102 33 7 65.196 63.6378 -13.984

45 BM2 1.205 -13.966 -0.007 328.237 BM2

CP2 1.39 77 28 44 65.188 63.6376 13.948

M43 1.25 98 42 16 17.197 16.9989 -2.648

46 M43 1.24 -2.636 -0.002 325.600 M43

BM2 1.225 81 16 36 17.197 16.9981 2.623

M44 1.315 102 31 40 12.515 12.2170 -2.790

47 M44 1.315 -2.772 -0.001 322.827 M44

M43 1.24 77 38 6 12.504 12.2139 2.753

M45 1.405 90 13 48 481.17 481.1661 -2.022

48 M45 1.405 -1.979 -0.052 320.796 M45

M44 1.315 89 46 49 481.168 481.1645 1.935

M46 1.395 92 2 44 19.883 19.8703 -0.700

49 M46 1.395 -0.681 -0.002 320.113 M46

M45 1.405 88 3 47 19.883 19.8716 0.662

M47 1.395 89 58 48 451.25 451.2500 0.158

50 M47 1.395 0.238 -0.049 320.302 M47

M46 1.395 90 2 25 451.246 451.2459 -0.317

M48 1.41 88 38 30 65.385 65.3666 1.535

51 M48 1.41 1.557 -0.007 321.851 M48

M47 1.395 91 23 44 65.389 65.3696 -1.578

M49 1.345 90 13 10 48.94 48.9396 -0.122

52 M49 1.345 -0.103 -0.005 321.743 M49

M48 1.41 89 49 31 48.936 48.9358 0.084

M50 1.485 81 35 5 11.614 11.4890 1.560

53 M50 1.485 1.579 -0.001 323.321 M50

M49 1.345 98 36 1 11.62 11.4893 -1.598

M51 1.45 93 19 40 15.785 15.7584 -0.881

54 M51 1.45 -0.862 -0.002 322.457 M51

M50 1.485 86 48 34 15.777 15.7525 0.843

M52 1.5 98 12 9 30.301 29.9910 -4.373

55 M52 1.5 -4.353 -0.003 318.101 M52

M51 1.45 81 52 13 30.288 29.9836 4.333

M53 1.32 89 39 21 14.421 14.4207 0.267

56 M53 1.32 0.286 -0.002 318.385 M53

M52 1.5 90 29 44 14.422 14.4215 -0.305

M54 1.43 80 29 11 15.406 15.1941 2.436

57 M54 1.43 2.456 -0.002 320.839 M54

M53 1.32 99 39 13 15.414 15.1957 -2.475

M55 1.31 93 28 2 39.448 39.3758 -2.266

58 M55 1.31 -2.247 -0.004 318.589 M55

M54 1.43 86 35 20 39.446 39.3761 2.227

M56 1.475 91 6 25 29.717 29.7115 -0.739

59 M56 1.475 -0.719 -0.003 317.867 M56

M55 1.31 88 58 19 29.718 29.7132 0.698

M57 1.285 93 6 2 16.038 16.0145 -0.677

60 M57 1.285 -0.657 -0.002 317.209 M57

M56 1.475 87 2 47 16.034 16.0127 0.636

M58 1.435 86 32 54 39.597 39.5252 2.234

61 M58 1.435 2.249 -0.004 319.453 M58

M57 1.285 93 29 39 39.595 39.5214 -2.263

M59 1.375 93 1 30 24.367 24.3330 -1.226

62 M59 1.375 -1.206 -0.003 318.244 M59

M58 1.435 87 4 11 24.368 24.3361 1.186

M60 1.36 92 31 14 27.743 27.7162 -1.205

63 M60 1.36 -1.187 -0.003 317.055 M60

M59 1.375 87 33 23 27.737 27.7118 1.168

M61 1.435 92 6 43 25.452 25.4347 -1.013

64 M61 1.435 -0.992 -0.003 316.060 M61

M60 1.36 87 59 4 25.448 25.4323 0.970

M62 1.22 86 40 2 105.711 105.5322 6.361

Height

DifferenceNo



4.3.2.3 Correction

4.3.3 Polygon3


Average Elev


65 M62 1.22 6.382 -0.011 322.431 M62

M61 1.435 93 21 22 105.709 105.5277 -6.403

M63 1.455 67 26 49 18.19 16.7989 6.742

66 M63 1.455 6.761 -0.002 329.190 M63

M62 1.22 112 39 57 18.201 16.7953 -6.779

M64 1.385 109 16 38 20.4 19.2562 -6.665

67 M64 1.385 -6.646 -0.002 322.542 M64

M63 1.455 70 49 18 20.385 19.2536 6.627

M65 1.17 106 54 49 12.742 12.1908 -3.492

68 M65 1.17 -3.475 -0.001 319.066 M65

M64 1.385 73 14 28 12.736 12.1951 3.457

M66 1.3 87 36 11 233.545 233.3407 9.637

69 M66 1.3 9.670 -0.025 328.711 M66

M65 1.17 92 24 47 233.541 233.3339 -9.703

M67 1.26 86 52 12 28.968 28.9248 1.622

70 M67 1.26 1.611 -0.003 330.318 M67

M66 1.3 93 5 9 28.968 28.9260 -1.599

P49A 1.395 98 16 5 32.18 31.8455 -4.763

71 P49 1.395 -4.802 -0.003 325.513 P49

M67 1.145 81 47 51 32.176 31.8468 4.841

P50 1.48 79 17 35 20.803 20.4408 3.780

Height

DifferenceNo


Angel Tolerance

0.211 fx = ((Xend-Xinitial))-( (d sin )) Linear Dist. Requisite =

= 13139.996 0 12' 38.35" 0.698 fx^2 = 0.48758586

(n+2)*180 = 13140.000 Height Diff. Correction fy^2 = 0.06778817

= 0.004 ((Zend-Zinitial))-( H) fy= ((Yend-Yinitial)-( (d cos )) fx^2+fy^2 = 0.74523421

0.004 -0.418 0.260 d/(fx^2+fy^2) = 5187.32877

Intial Azimuth = 123.832 fx = 0.6983

Final Azimuth = 123.832109 fy = 0.260


Number of Point = 71 Linear Error = 1 : 5187.3288

Correct Angel = 13139.996

Angel Error = 0 00' 14"

Angel Error Correction Coordinate Error Distance Tolerance

= (n+2)180- (fx^2+fy^2)/d


From To o , " Oblique Plain X Y6 U5 0.0009 168.98299 4.307 0.004 -22.1240 0.002 231748.233 9561012.592 U5

U4 352 9 32 25.27 22.5397

BM3 301 5 2 19.539 19.05067 BM3 0.0000 297.90884 -16.837 0.003 8.9178 0.001 231731.400 9561021.511 BM3

U5 121 5 1 19.534 19.0544CP3 136 53 30 40.346 40.3395

8 CP3 0.0004 133.71694 29.155 0.006 -27.8773 0.003 231760.561 9560993.637 CP3BM3 316 53 30 40.342 40.3362U6 119 39 47 26.619 26.5904

9 U6 0.0006 116.48878 23.799 0.004 -11.8597 0.002 231784.364 9560981.779 U6BM3 299 39 46 26.62 26.5897U7 146 13 7 34.553 30.7875

10 U7 0.0004 143.04518 18.508 0.005 -24.6008 0.002 231802.876 9560957.180 U7U6 326 13 5 34.572 30.7831U8 115 52 27 15.191 14.2485

11 U8 0.0007 112.70170 13.147 0.002 -5.4998 0.001 231816.025 9560951.682 U8U7 295 52 25 15.209 14.2528U9 175 49 28 19.928 18.9400

12 U9 0.0004 172.65320 2.422 0.003 -18.7864 0.001 231818.450 9560932.897 U9U8 355 49 27 19.908 18.9439

U10 140 4 20 36.567 36.5554

13 U10 0.0005 136.90165 24.974 0.006 -26.6898 0.003 231843.431 9560906.210 U10U9 320 4 20 36.56 36.5492

U11 142 46 39 49.769 48.8132

14 U11 0.0006 139.60743 31.632 0.008 -37.1770 0.004 231875.070 9560869.036 U11U10 322 46 39 49.776 48.8125U12 192 45 28 46.681 46.5497

15 U12 0.0004 189.58834 -7.754 0.007 -45.8987 0.003 231867.324 9560823.141 U12U11 12 45 27 46.677 46.5483U13 174 58 46 42.577 42.5172

16 U13 0.0005 171.81074 6.056 0.007 -42.0831 0.003 231873.387 9560781.061 U13U12 354 58 46 42.574 42.5162U14 166 12 37 65.263 65.0147

17 U14 0.0005 163.04204 18.963 0.010 -62.1868 0.005 231892.360 9560718.879 U14U13 346 12 37 65.258 65.0127U15 155 20 51 52.387 52.3757

18 U15 0.0005 152.17973 24.444 0.008 -46.3231 0.004 231916.812 9560672.559 U15

U14 335 20 51 52.389 52.3785U16 142 59 29 47.47 47.4700

19 U16 0.0003 139.82408 30.623 0.008 -36.2687 0.003 231947.443 9560636.294 U16

U15 322 59 27 47.466 47.4659U17 86 29 12 14.551 14.5361

20 U17 0.0007 83.32025 14.438 0.002 1.6909 0.001 231961.884 9560637.986 U17

U16 266 29 11 14.551 14.5379U18 160 11 51 29.505 29.5030

21 U18 0.0006 157.03206 11.513 0.005 -27.1647 0.002 231973.401 9560610.824 U18

U17 340 11 50 29.506 29.5044U19 180 10 20 21.442 21.2360

22 U19 0.0004 177.00761 1.109 0.003 -21.2065 0.002 231974.513 9560589.619 U19

U18 0 10 19 21.436 21.2350U20 149 0 24 24.022 24.0215

23 U20 0.0004 145.84275 13.488 0.004 -19.8796 0.002 231988.006 9560569.741 U20U19 329 0 22 24.026 24.0257

U21 130 12 4 39.93 39.924524 U21 0.0005 127.03819 31.869 0.006 -24.0483 0.003 232019.881 9560545.696 U21

U20 310 12 3 39.929 39.9241

U22 133 23 50 31.049 31.045025 U22 0.0006 130.23508 23.699 0.005 -20.0523 0.002 232043.585 9560525.646 U22

U21 313 23 37 31.047 31.0435

U23 154 32 45 44.296 42.0327

26 U23 0.0004 151.38786 20.128 0.007 -36.8987 0.003 232063.720 9560488.750 U23U22 334 32 44 44.281 42.0302

U24 114 46 1 29.985 29.7493

27 U24 0.0006 111.60964 27.659 0.005 -10.9562 0.002 232091.383 9560477.796 U24U23 294 45 100 29.99 29.7496

U25 142 45 40 33.798 33.4895

28 U25 0.0005 139.59354 21.708 0.005 -25.5012 0.002 232113.096 9560452.297 U25U24 322 45 40 33.793 33.4899

U26 129 59 1 26.668 26.6647

29 U26 0.0005 126.81650 21.346 0.004 -15.9788 0.002 232134.447 9560436.320 U26

U25 309 58 59 26.668 26.6641

U27 123 28 8 33.29 32.7710

30 U27 0.0005 120.30281 28.293 0.005 -16.5352 0.002 232162.746 9560419.788 U27U26 303 28 7 33.284 32.7709

U28 118 5 28 21.525 21.5125

31 U28 0.0004 114.92580 19.507 0.003 -9.0657 0.002 232182.257 9560410.723 U28U27 298 5 26 21.521 21.5097

U29 100 3 54 36.435 36.1677

32 U29 0.0006 96.90069 35.903 0.006 -4.3452 0.003 232218.165 9560406.381 U29U28 280 3 54 36.436 36.1624

U30 142 14 58 54.216 52.9222

33 U30 0.0004 139.08574 34.661 0.008 -39.9932 0.004 232252.834 9560366.392 U30U29 322 14 56 54.208 52.9233

U31 124 41 38 110.45 108.9762

34 U31 0.0004 121.53119 92.886 0.017 -56.9904 0.008 232345.738 9560309.409 U31

U30 304 41 37 110.456 108.9760

CP4 100 4 36 52.965 52.5576

35 CP4 0.0003 96.91467 52.175 0.008 -6.3274 0.004 232397.921 9560303.086 CP4U31 280 4 35 52.96 52.5567

BM4 33 24 0 67.152 67.1518


Angel Corr. Azimuth CodeCoordinate

Dsin Corr Dcos Corr




36 BM4 0.0002 30.23860 33.819 0.011 58.0162 0.005 232431.751 9560361.107 BM4CP4 213 23 59 67.155 67.1549U32 289 23 58 103.138 101.9492

37 U32 0.0006 286.23853 -97.881 0.016 28.5084 0.007 232333.886 9560389.623 U32BM4 109 23 55 103.142 101.9466U33 309 39 16 54.396 54.2005

38 U33 0.0004 306.49491 -43.573 0.009 32.2364 0.004 232290.322 9560421.863 U33U32 129 39 14 54.401 54.2025U34 274 57 34 53.876 53.7324

39 U34 0.0006 271.80087 -53.706 0.009 1.6886 0.004 232236.624 9560423.555 U34U33 94 57 32 53.873 53.7320U35 295 28 38 40.921 40.9206

40 U35 0.0005 292.31976 -37.857 0.006 15.5414 0.003 232198.774 9560439.100 U35U34 115 28 37 40.925 40.9248U36 311 42 32 57.711 57.6591

41 U36 0.0005 308.55224 -45.092 0.009 35.9349 0.004 232153.691 9560475.039 U36U35 131 42 30 57.713 57.6596U37 325 35 34 74.258 73.1079

42 U37 0.0005 322.43722 -44.569 0.012 57.9523 0.005 232109.134 9560532.997 U37U36 145 35 32 74.268 73.1097U38 312 29 29 127.073 126.6342

43 U38 0.0006 309.33685 -97.943 0.020 80.2710 0.009 232011.210 9560613.277 U38U37 132 29 28 127.071 126.6353U39 346 11 19 153.822 151.9039

44 U39 0.0005 343.03493 -44.323 0.024 145.2919 0.011 231966.911 9560758.580 U39U38 166 11 17 153.828 151.9007U40 348 40 19 25.055 24.9565

45 U40 0.0005 345.51933 -6.240 0.004 24.1626 0.002 231960.675 9560782.744 U40U39 168 40 16 25.056 24.9543U41 348 24 21 131.058 130.7059

46 U41 0.0005 345.25454 -33.268 0.021 126.4024 0.010 231927.427 9560909.156 U41U40 168 24 20 131.056 130.7084CP2 352 1 41 241.498 233.2166

47 CP2 0.0004 348.87755 -44.989 0.037 228.8342 0.017 231882.476 9561138.008 CP2U41 171 33 16 241.509 233.2127M42 333 27 21 19.69 19.5499

330.77938


Angel Corr. Azimuth CodeCoordinate

Dsin Corr Dcos Corr

Average ElevFrom To TS Object o , " Oblique Plain Height Diff. Z

0 0 0 325.7534944 M43

1 BM2 1.23 328.3895549 BM2M43 1.36 98 20 16 17.182 17.0004 -2.622U1 1.37 112 53 40 80.696 74.3390 -31.534

2 U1 1.37 -31.515 -0.001 296.874 U1BM2 1.23 67 7 53 80.684 74.3421 31.495U2 1.4 111 30 50 15.049 14.0005 -5.549

3 U2 1.4 -5.531 0.000 291.343 U2U1 1.37 68 36 59 15.038 14.0028 5.513U3 1.385 120 8 32 29.206 25.2568 -14.651

4 U3 1.385 -14.632 0.000 276.711 U3U2 1.4 59 55 22 29.188 25.2579 14.613U4 1.445 108 33 19 21.11 20.0126 -6.778

5 U4 1.445 -6.760 0.000 269.951 U4U3 1.385 71 32 23 21.1 20.0143 6.741U5 1.31 116 57 16 25.286 22.5391 -11.327

6 U5 1.31 -11.309 0.000 258.642 U5U4 1.445 63 7 12 25.27 22.5397 11.290

BM3 1.365 102 50 17 19.539 19.0506 -4.3967 BM3 1.365 -4.377 0.000 254.266 BM3

U5 1.31 77 16 41 19.534 19.0544 4.357CP3 1.34 91 1 49 40.346 40.3395 -0.700

8 CP3 1.34 -0.681 0.000 253.585 CP3BM3 1.365 89 1 33 40.342 40.3362 0.661U6 1.43 92 39 29 26.619 26.5904 -1.324

Height

DifferenceNo

Sta Height Vertical Angel DistanceCodeCorr


Average Elev


9 U6 1.37 -1.308 0.000 252.277 U6

BM3 1.35 87 15 51 26.62 26.5897 1.291

U7 1.345 63 0 7 34.553 30.7875 15.711

10 U7 1.345 15.736 0.000 268.013 U7

U6 1.37 117 4 33 34.572 30.7831 -15.761

U8 1.345 69 42 40 15.191 14.2485 5.268

11 U8 1.345 5.288 0.000 273.301 U8

U7 1.345 110 25 32 15.209 14.2528 -5.308

U9 1.375 108 7 2 19.928 18.9400 -6.227

12 U9 1.26 -6.136 0.000 267.164 U9

U8 1.335 72 5 44 19.908 18.9439 6.045

U10 1.26 91 26 42 36.567 36.5554 -0.922

13 U10 1.26 -0.825 0.000 266.339 U10

U9 1.42 88 36 32 36.56 36.5492 0.728

U11 1.295 78 45 11 49.769 48.8132 9.672

14 U11 1.295 9.692 -0.001 276.030 U11

U10 1.26 101 17 30 49.776 48.8125 -9.711

U12 1.38 94 17 54 46.681 46.5497 -3.584

15 U12 1.38 -3.566 0.000 272.463 U12

U11 1.295 85 44 42 46.677 46.5483 3.548

U13 1.345 93 2 15 42.577 42.5172 -2.221

16 U13 1.345 -2.202 0.000 270.261 U13

U12 1.38 87 0 47 42.574 42.5162 2.183

U14 1.31 94 59 59 65.263 65.0147 -5.653

17 U14 1.31 -5.636 -0.001 264.625 U14

U13 1.345 85 1 51 65.258 65.0127 5.618

U15 1.44 91 11 25 52.387 52.3757 -1.218

18 U15 1.44 -1.198 -0.001 263.426 U15

U14 1.31 88 51 15 52.389 52.3785 1.178

U16 1.4 89 56 4 47.47 47.4700 0.094

19 U16 1.4 0.112 -0.001 263.538 U16

U15 1.44 90 6 29 47.466 47.4659 -0.130

U17 1.43 92 34 100 14.551 14.5361 -0.689

20 U17 1.43 -0.668 0.000 262.870 U17

U16 1.4 87 34 10 14.551 14.5379 0.647

U18 1.31 90 40 28 29.505 29.5030 -0.227

21 U18 1.395 -0.252 0.000 262.618 U18

U17 1.43 89 23 44 29.506 29.5044 0.276

U19 1.395 97 56 56 21.442 21.2360 -2.965

22 U19 1.395 -2.990 0.000 259.628 U19

U18 1.31 82 8 51 21.436 21.2350 3.014

U20 1.4 90 21 10 24.022 24.0215 -0.153

23 U20 1.4 -0.135 0.000 259.493 U20

U19 1.395 89 44 6 24.026 24.0257 0.116

U21 1.44 90 56 55 39.93 39.9245 -0.701

24 U21 1.44 -0.684 0.000 258.809 U21

U20 1.4 89 6 3 39.929 39.9241 0.667

U22 1.38 90 55 13 31.049 31.0450 -0.439

25 U22 1.38 -0.422 0.000 258.387 U22

U21 1.44 89 8 33 31.047 31.0435 0.405

U23 1.395 108 23 41 44.296 42.0327 -13.993

26 U23 1.395 -13.973 0.000 244.413 U23

U22 1.38 71 39 13 44.281 42.0302 13.953

U24 1.285 82 48 43 29.985 29.7493 3.862

27 U24 1.285 3.881 0.000 248.293 U24

U23 1.395 97 15 32 29.99 29.7496 -3.899

U25 1.29 97 44 51 33.798 33.4895 -4.561

28 U25 1.295 -4.544 0.000 243.749 U25

U24 1.285 82 19 12 33.793 33.4899 4.526

U26 1.305 89 6 5 26.668 26.6647 0.408

29 U26 1.305 0.425 0.000 244.174 U26

U25 1.29 90 58 56 26.668 26.6641 -0.442

U27 1.4 100 7 49 33.29 32.7710 -5.950

30 U27 1.4 -5.934 0.000 238.240 U27

U26 1.305 79 55 35 33.284 32.7709 5.917

U28 1.44 91 57 16 21.525 21.5125 -0.774

31 U28 1.44 -0.755 0.000 237.485 U28

U27 1.4 88 8 48 21.521 21.5097 0.736

U29 1.3 83 3 19 36.435 36.1677 4.545

32 U29 1.295 4.569 0.000 242.053 U29

U28 1.43 97 1 35 36.436 36.1624 -4.592

U30 1.275 102 32 32 54.216 52.9222 -11.753

Height

DifferenceNo



4.3.3.3 Correction

4.4 PLOTTING

After all data processed and corrected, the next step is plotting. For plotting, it used

AutoCAD Software. From the point can be generated contour line, and finally lay

outing. Lay outing should be based on cartography terms.

Average ElevFrom To TS Object o , " Oblique Plain Height Diff. Z

33 U30 1.275 -11.733 -0.001 230.320 U30U29 1.295 77 30 4 54.208 52.9233 11.712U31 1.365 80 37 47 110.45 108.9762 17.893

34 U31 1.365 17.912 -0.001 248.231 U31U30 1.275 99 23 24 110.456 108.9760 -17.931CP4 1.285 97 6 39 52.965 52.5576 -6.476

35 CP4 1.285 -6.460 -0.001 241.771 CP4U31 1.365 82 55 29 52.96 52.5567 6.443BM4 1.315 90 7 38 67.152 67.1518 -0.179

36 BM4 1.315 -0.161 -0.001 241.610 BM4CP4 1.285 89 54 16 67.155 67.1549 0.142U32 1.395 81 17 32 103.138 101.9492 15.535

37 U32 1.395 15.557 -0.001 257.165 U32BM4 1.315 98 43 54 103.142 101.9466 -15.578U33 1.48 85 8 26 54.396 54.2005 4.523

38 U33 1.48 4.541 -0.001 261.706 U33U32 1.395 94 53 48 54.401 54.2025 -4.559U34 1.395 94 11 5 53.876 53.7324 -3.846

39 U34 1.395 -3.829 -0.001 257.877 U34U33 1.48 85 51 12 53.873 53.7320 3.811U35 1.36 90 14 37 40.921 40.9206 -0.139

40 U35 1.36 -0.120 0.000 257.757 U35U34 1.395 89 48 42 40.925 40.9248 0.100U36 1.36 87 34 13 57.711 57.6591 2.447

41 U36 1.36 2.465 -0.001 260.220 U36U35 1.36 92 27 52 57.713 57.6596 -2.482U37 1.385 79 54 11 74.258 73.1079 12.993

42 U37 1.385 13.017 -0.001 273.237 U37U36 1.36 100 7 57 74.268 73.1097 -13.041U38 1.485 94 45 47 127.073 126.6342 -10.652

43 U38 1.485 -10.633 -0.001 262.602 U38U37 1.385 85 15 14 127.071 126.6353 10.614U39 1.38 80 56 32 153.822 151.9039 24.321

44 U39 1.38 24.350 -0.002 286.951 U39U38 1.485 99 4 45 153.828 151.9007 -24.379U40 1.405 84 55 1 25.055 24.9565 2.195

45 U40 1.405 2.213 0.000 289.163 U40U39 1.38 95 9 48 25.056 24.9543 -2.230U41 1.375 94 12 4 131.058 130.7059 -9.571

46 U41 1.375 -9.540 -0.001 279.622 U41U40 1.405 85 49 33 131.056 130.7084 9.509CP2 1.365 74 57 7 241.498 233.2166 62.710

47 CP2 1.365 62.739 -0.002 342.358 CP2U41 1.375 105 3 41 241.509 233.2127 -62.767M42 1.285 83 9 36 19.69 19.5499 2.425

Height

DifferenceNo


Angel Tolerance

0.171 fx = ((Xend-Xinitial))-( (d sin )) Linear Distance Requisite =

= 8324.490 0 10' 17.01" 0.375 fx^2 = 0.14029191

(n+2)*180 = 8324.513 Height Difference Correction fy^2 = 0.029873191

= 0.023 ((Zend-Zinitial))-( H) fy= ((Yend-Yinitial)-( (d cos )) fx^2+fy^2 = 0.412510728

0.023 -0.025 0.173 d/(fx^2+fy^2) = 5717.78256

Initial Azimuth = 106.267 fx = 0.3746

Final Azimuth = 330.779384 fy = 0.173


Number of Points = 47 Linear Error = 1 : 5717.7826

Correct Angel = 8324.490

Angel Error = 0 01' 23"

Angel Error Correction Coordinate Error Distance Tolerance

= (n+2)180- (fx^2+fy^2)/d

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