TRIBHUWAN UNIVERSITY

ADVANCED COLLEGE
OF
ENGINEERING AND MANAGEMENT

GROUP NO:-15
REPORT ON SURVEY CAMP 2079 – MARS NEPAL
by
Barsha Chettri (ACE077BCE016)
Gagan Simkhada (ACE077BCE034)
Parbati Khanal (ACE077BCE052)
Saaxi Mishra (ACE077BCE071)
Sunil Thapa (ACE077BCE091)

A REPORT

SUBMITTED TO DEPARTMENET OF CIVIL ENGINEERING IN

PARTIAL FULFILLMENTOF THE REQUIREMENTS
FOR THE DEGREE OF CIVIL ENGINEER

DEPARTMENT OF CIVIL ENGINEERING

BHUWANESHWORI MARG – 14, KALANKI
NOVEMBER, 2023
 CERTIFICATE

This is to certify that following students has attended 10 days Survey Camp as per syllabus
provided by Tribhuwan University for the completion of bachelor degree in Cibil Engineering
and prepared this report based on guidelines of survey camp conducted by Advanced College of
Engineering and Management.

Students

1. Barsha Chettri (ACE077BCE016)

2. Gagan Simkhada (ACE077BCE034)
3. Parbati Khanal (ACE077BCE052)
4. Saaxi Mishra (ACE077BCE071)
5. Sunil Thapa (ACE077BCE091)

Santosh Niraula
Camp Co-ordinator External Examiner
 Preface

This survey report is based on 10 days’ field work conducted by the Department Of Civil
Engineering, Advanced College of Engineering & Management from Jestha 17 to Jestha
26, 2080 for the partial fulfillment of the requirement for the Bachelor’s Degree in Civil
Engineering as per the syllabus of Institute of Engineering, Tribhuwan University in third
year first part. This surveying has been able to impart us the great opportunity to consolidate
and review the practical and theoretical knowledge on surveying, which we gained in second
year. This survey camp has also helped in the team co-ordination for the long term team work
with the friendly environments. This practice of team work is the great achievement for the
future professional work in the practical life. This survey camp also developed the sense of
individual responsibility towards the steps taken by the group.

We have been able to achieve the true objectives of survey and upgrade the
knowledge as handling of the instrument, working procedure, problem solving
and field booking precisely. This survey camp gave us the practical knowledge
of overcoming the technical difficulties and developing a skill in tackling it. It
encouraged us to cope with the team members, as the surveying involved all the
members equally during the field procedures, calculations and plotting and re-
port preparations.

In conclusion, those 10 days were very much fruitful days and we are sure that these learning
and experiences gained during the camp period as a real field engineer will helps us for
shaping our future career as Civil Engineer.

Sincerely,
GROUP 15,
SURVEY CAMP 2079
ADVANCED COLLEGE OF ENGINEERING & MANAGEMENT
 ACKNOWLEDGEMENT

First of all, we the members of Group 15 would like to pour in our deep sense of gratitude to
Department of Civil Engineering, Advanced college of engineering and management, for
providing us with this opportunity to be a part of survey camp 2079, which has surely
contributed in the widening our horizon of knowledge, adopting the theoretical knowledge in
practical field. It also helped us to develop the team work among ourselves and learn
coordination among our peers.

We would like to thank Department of Civil Engineering, “Survey Instruction Committee”,

of Advanced College of Engineering and Management for initiating and facilitating this
survey camp to further enhance our knowledge of surveying and its applications.

We express our deep sense of gratitude to Assistant Administrator of Advanced College of

Engineering and Management, Mr. Kishor Sapkota for the great management of survey
camp, camp co-ordinator Er. Santosh Niroula for his coordination along with, Assistant
camp co-ordinator Er.Satish Ghimire and guidelines as well as other teachers,Er.
Aadarsha Lamichhane, Er. Ram Kumar Malepati, Er. Anusha KC and Er. Pankaj
Shrestha for their kind co-operation and help and all who helped us with their friendly
behaviour and guidance during the whole survey work including field work instructions,
calculations, plotting and report preparation. We are also thankful to all our friends and
colleagues for their support and help.

We also appreciate the help of all the non-teaching staff Mr. Raj Kumar Gurung (Store in-
charge), and Mr. Chandra Bahadur Tamang, Mr. Sanoram Twanabasu for their
remarkable help during the camp. Our hearty thanks are due to all our classmates whose
moral support has given us the strength to make the camp successful. We are also grateful to
the very friendly Bungmati natives and express our appreciation to MARS NEPAL
PVT.LTD. For providing us with the camp site.

Lastly, we would like to thank everyone who helped us directly or indirectly in the duration
of survey camp and in the preparation of this report. Their effort and sincerity on the field are
always memorable to us.

Group-15
 ABSTRACT

This report is the outcome of Survey Camp 2079 (MARS) organized by The Survey
Instruction Committee, Department of Civil Engineering, Advanced College of Engineering
and Management for the students of 077-BCE Batch as per the Syllabus of BCE. The camp
was held in MARS, Bungmati from 17th Jestha to 26th Jestha of 2080.

The report reflects the procedures, observations, and calculations made by the students in the
Camp with the corresponding drawings. The large portion is of course covered with elements
of topographic surveying, and then those of road alignment and bridge site survey.

The report is prepared with great efforts and dedications of the students who have devoted
their immense hard work from the very first time of fieldwork till today. The students are
always learning for knowledge and promotions. Therefore, we feel that this report deserves
the excuses and tolerances from the readers for any errors or blunders present, despite the
best efforts.

Group 15
ACE077BCE016 Barsha Chettri

ACE077BCE034 Gagan Simkhada

ACE077BCE052 Parbati Khanal

ACE077BCE071 Saaxi Mishra

ACE077BCE091 Sunil Thapa

 LIST OF TABLES

Topographic Survey

 Measurement of Distances
1. Major Traverse
2. Minor Traverse
 Horizontal angle observation sheet
1. Major Traverse
2. Minor Traverse
 Gale’s Table
1. Major Traverse
2. Minor Traverse
 RL Transfer from BM to TBM and SBM
 Fly leveling from SBM to Stations
 Detailing

Road Survey

1. Fly leveling from IP to PBM

2. Horizontal Alignment fixing of Road
3. Ordinary leveling for Road alignment

Bridge Site Survey

1. Triangulation survey sheet

2. Traverse computation sheet
3. Fly leveling from BM to Stations
4. Reciprocal leveling
5. Gale’s Table for Coordinate Calculation of triangle stations
6. Detailing
Survey Camp 2079

November 24, 2023

 Abbreviation

R.L = Reduced Level

B.M = Bench Mark

T.B.M = Temporary Bench Mark

S.B.M = Stationary Bench Mark

F.S. = Fore Sight

I.S = Intermediate Sight

B.S. = Back Sight

RECEE. = Reconnaissance

I.P = Intersection Point

N.F.L = Normal Flow Level

H.F.L = High Flood Level

W.C.B = Whole Circle Bearing

Stn. = Station

Inst. Stn. = Instrument Station

BC = Beginning of curve

MC = Middle of Curve

EC = End of Curve

CP = Change Point

1
Contents

1 Introduction 4
1.1 Background . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
1.2 Objectives of Camp . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
1.3 Methodology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
1.4 Executive Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
1.5 Project Area . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
1.5.1 Location and Accessibility . . . . . . . . . . . . . . . . . . . . 6
1.6 Working Schedule for Group 15 . . . . . . . . . . . . . . . . . . . . . 7

2 Topographic Survey 9
2.1 Topographical Survey . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
2.2 Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
2.3 Brief Description of the area . . . . . . . . . . . . . . . . . . . . . . . 9
2.4 Technical specification-Norms (Out line of field work) . . . . . . . . . 10
2.5 Equipment Used . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
2.6 Methodology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
2.6.1 Reconnaissance (Recce) . . . . . . . . . . . . . . . . . . . . . 11
2.6.2 Traversing . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
2.6.3 Balancing of traverse . . . . . . . . . . . . . . . . . . . . . . . 13
2.7 Leveling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
2.7.1 Direct Leveling . . . . . . . . . . . . . . . . . . . . . . . . . . 14
2.7.2 Indirect Levelling . . . . . . . . . . . . . . . . . . . . . . . . . 15
2.8 Detailing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
2.9 Computation and Plotting . . . . . . . . . . . . . . . . . . . . . . . . . 20
2.10 Comments and Conclusion . . . . . . . . . . . . . . . . . . . . . . . . 21

3 Bridge site survey 22

3.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
3.2 Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
3.3 Brief Description of the area . . . . . . . . . . . . . . . . . . . . . . . 22
3.4 Hydrology and Geology . . . . . . . . . . . . . . . . . . . . . . . . . 23
3.5 Technical Specification . . . . . . . . . . . . . . . . . . . . . . . . . . 23
3.6 Equipment used . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
3.7 Methodology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
3.7.1 Reconnaissance And Site Selection . . . . . . . . . . . . . . . 24
3.7.2 Topographic Survey . . . . . . . . . . . . . . . . . . . . . . . 25
3.7.3 Longitudinal Section . . . . . . . . . . . . . . . . . . . . . . . 25
3.7.4 Cross Section . . . . . . . . . . . . . . . . . . . . . . . . . . . 25

2
 3.7.5 Levelling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26
3.8 Detailing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27
3.9 Computation and Plotting . . . . . . . . . . . . . . . . . . . . . . . . . 27
3.10 Comments and Conclusion . . . . . . . . . . . . . . . . . . . . . . . . 28

4 Road Alignment and Geometric Design 29

4.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
4.2 Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
4.3 Hydrology and Geology . . . . . . . . . . . . . . . . . . . . . . . . . 30
4.4 Technical Specification . . . . . . . . . . . . . . . . . . . . . . . . . . 30
4.5 Equipment Used . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31
4.6 Methodology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31
4.6.1 Reconnaissance . . . . . . . . . . . . . . . . . . . . . . . . . . 31
4.6.2 Horizontal Alignment . . . . . . . . . . . . . . . . . . . . . . 31
4.6.3 Levelling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32
4.6.4 Longitudinal Section . . . . . . . . . . . . . . . . . . . . . . . 32
4.6.5 Cross Section . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
4.6.6 Curve Setting . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
4.7 Simple Circular Curve . . . . . . . . . . . . . . . . . . . . . . . . . . 33
4.8 Computation and Plotting . . . . . . . . . . . . . . . . . . . . . . . . . 34
4.9 Comments and Conclusion . . . . . . . . . . . . . . . . . . . . . . . . 35

5 Orientation 36
5.1 Intersection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36
5.1.1 Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36
5.1.2 Equipments . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36
5.1.3 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36
5.2 Resection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37
5.2.1 Objective . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37
5.2.2 Equipments . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37
5.2.3 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38
5.2.4 Methodology . . . . . . . . . . . . . . . . . . . . . . . . . . . 39
5.2.5 Comments and Conclusion . . . . . . . . . . . . . . . . . . . . 39

Annex A

• Annex A1

• Annex A2

• Annex A3

Annex B

• Annex B1

• Annex B2

• Annex B3

3
Chapter 1

Introduction

1.1 Background
Surveying is the branch of engineering that deals with the art and science of determin-
ing the relative positions of distinctive features on or beneath the surface of the earth,
by measurements of distances, directions and elevations. It is the most important sub-
ject matter before and during all engineering works like civil engineering works such as
designing and construction of highways and transportation engineering, bridges, water
supply systems, irrigation projects, commercial and residential buildings etc.

Surveying is the main root for the execution of any civil engineering projects. The
science of surveying has been developing since the initial stage of human civilization
according to their requirements. The art of surveying preparation of maps has been
practiced from the ancient times and the further advanced until present. In the absence
of the map, it is impossible to layout the alignments of road, canals tunnels, transmis-
sion power line, and microwave or television relaying towers and so on. Detailed map
of the sites of engineering projects are necessary for the precision establishment of so-
phisticated instruments. Surveying is the first step for the execution of any project. As
the success of any engineering is based upon the accurate and complete survey work, an
engineer must therefore be thoroughly familiar with the principle and different methods
of surveying and mapping.

The B.E. Survey Camp 2080 organized by the Department Of Civil Engineering,
Advanced College of Engineering is a part of the four-year Bachelor’s degree in Civil
Engineering course, third year first semester, carrying a total of 100 marks. The total
duration of the survey camp was 10 days, 17th Jestha to 26th Jestha.

This is a detail report of the task, which were performed by group number 15, during
the camp period. It briefly explains the working procedures and technique used by
this group during the camp period. In addition, it contains observations, calculations,
methods of adjustment of error, main problem faced during work and their solution,
results of all calculations and their assessments with some comments presented in a
concise form.

4
1.2 Objectives of Camp
The main objectives of the survey camp are as follows:

• To become familiar with the surveying problems that arises during the field works.

• To became familiar with the parts of the instruments, their functions and handling
the surveying instruments for its use in surveying.

• To become familiar with the spirit and importance of teamwork, as surveying is

not a single person work.

• To complete the given project in scheduled time and thus knows the value of time.

• To collect required data in the field in systematic ways.

• To compute the observed data in the required accuracy and present it in diagram-
matic and tabular form in order to understand by other engineers and related per-
sonnel easily.

• To tackle the mistake and incomplete data from the field while in office work.

• To know the complete method of report preparation.

1.3 Methodology
The methodology of surveying is based on the principle of surveying. They are:

• Working from whole to part.

• Location of a point with respect to two control points.

• Independent check.

• Consistency of work.

• Accuracy required.

1.4 Executive Summary

Major works and their and their executive summary can be presented below:

1. Topographic Survey

• Objectives : To prepare the topographic map of the surveyed area with each
and every requirement of engineering maps.
• Location : Mars Nepal Engineering Survey Camp, Lalitpur

5
 • Salient Features :
(a) Total Numbers of major traverse Station= 21
(b) Total numbers of minor traverse Stations= 4
(c) Contour Interval = 1m
(d) Scale of map = 1:500
(e) Detailing = Tacheometric Method

2. Levelling

Before leveling is done, two-peg test was done and corresponding correction was
made. Strictly speaking, the leveling was done in three ways.

• Transfer of R.L. from B.M. to T.B.M, then T.B.M to S.B.M

• Transfer of R.L. from S.B.M to major stations
• Transfer of R.L. from S.B.M to minor stations

3. Bridge Site Survey

• Objectives : To fix the bridge axis and topographic map of the existing site.
• Location : Near Mars Engineering Survey Camp.

4. Road Alignment

• Objectives : To make L-section, X-section and plan of the road.

• Location : Mars Engineering Survey Camp.

• Salient Features :
(a) Total no of IP =14
(b) L – section H=1:1000, V=1:100
(c) X – section H=V=1:200
(d) Plan at 1:500

1.5 Project Area

1.5.1 Location and Accessibility

6
 Lalitpur is the municipality situated in a valley at about 4190 ft above sea level in
central Nepal. Lalitpur, the historical town, is about 8km west from Kathmandu. It is
also a major route to Tibet, with the Araniko Rajmarg, the only highway that connects
Nepal and China, running through this town. The site of survey is within the camp
which makes the work efficient. The survey area of Mars Nepal was very suitable for
the task we performed there.

Location Details

• Zone: Bagmati

• Zone: Bagmati

• District: Lalitpur

• Municipality: Lalitpur

• Location:MARS Nepal Engineering Survey Camp

Figure 1.1: Google map of site

1.6 Working Schedule for Group 15

To perform the specified task in a well-planned manner and reduce the problem of
scarcity of equipment required for the specified task, daily work schedule was listed as
below:

7
8
Chapter 2

Topographic Survey

2.1 Topographical Survey

The branch of survey which main purpose is to prepare a topographical map repre-
senting the 3-D view of a certain site to some scale. In such maps, a point is represented
with both horizontal and vertical controls. Thus, natural features like trees, lakes, rivers,
and hills etc., can be located in such maps. Such Topographic maps are essential tools
for different engineering projects. The contour lines represent the height of the point
above or below the assumed datum.

2.2 Objectives
The main objectives of this survey are as follows:

• To provide accurate control points for tacheometry and detailing.

• To fix the alignment of roads, bridges, canals, channels etc.

• To determine the relative position on or beneath the surface of the earth.

• To lay out the position of any structural and natural objects.

• To prepare the relief maps this enhances its utility.

2.3 Brief Description of the area

• MARS Nepal Engineering Survey Camp, located at Lalitpur Municipality was
established in 2008. It occupies the area of 52000 sq meter (102 Ropani) pro-
vided by Banepa municipality. The campus is provided with various building
blocks, hostels, quarters and the football ground. The project area was divided in
two parts. The groups were served with one of the tasks to complete from it. Our
group had cover the following parts of the project area:

9
 • Building Block-A

• Administrative Building

• Multipurpose Building

• Lab

• Football Ground

• Basketball Court

These buildings and the important ground features are included between the minor
traverse provided with one link traverse and nineteen legs of major traverse.

2.4 Technical specification-Norms (Out line of field work)

• Reconnaissance Survey of the given area should be conducted. A closed traverse
(major and minor) around the given area should be formed by establishing the
traverse station. Note that the ratio of maximum traverse leg to minimum traverse
leg should not exceed 2:1 for major leg and 3:1 for minor legs with accuracy of
1:2000 and 1:1000 respectively in linear measurements.

• Measure traverse angle on two sets of reading by Total Station viz. 0 set and 90
set.
√
• The accuracy for each observation should not exceed 25 ∗ LC

• The fly leveling from the given arbitrary BM. Perform two-peg test before fly
leveling should determine the RL of traverse stations. Note that the accuracy of
collimation error should not be less than 1:10,000. Maintain equal F.S. and B.S.
distance to eliminate
√ collimation error. Note that the permissible error for the fly
leveling = ±25 ∗ K

• Balance the traverse. The theoretical sum of interior angle in a closed traverse
should be equal√to (2N-4)*90°.
√ The permissible error for the interior angle should
be less than ± N , ±1.5 N minutes for major and minor Traverse the relative
closing error should be less than 1:2000 and 1:1000 respectively.

• Plot the major traverse showing all stations in 1:1000 in one sheet. Again, plot
the required minor station for detail in 1:500 in another sheet.

• Perform the detailing work with the help of Total station. The scale should be
1:500 and make a contour interval of 1m.

• Use conventional symbols for plotting.

10
2.5 Equipment Used
The following equipment were used in the topographic survey:

• Total station with accessories

• Reflectors

• Ranging rods

• Staffs

• Tapes

• Leveling instrument with accessories

• Arrows, pegs, hammer and markers.

• Compass

• Spirit Level

2.6 Methodology
The methodology of surveying is based on the principle of surveying. They are as
follows:

• Working from whole to a part

• Location of a point with respect to two control points

• Independent check

• Consistency of work

• Accuracy required

The methodologies were used in surveying to solve the problems that arise in the
field. These methodologies are as follows:

2.6.1 Reconnaissance (Recce)

Reconnaissance is the exploration or initial scouting of the survey area which in-
volves the visiting around the area, rough planning of the traverse stations and their
numbers according to the area and topography of the site. It is done to get the prelimi-
nary idea of the area. During the recce, one should consider the land type, vegetation,
climate and inter visibility of stations for the detailed planning. The following points
are noteworthy for the fixing of the traverse stations.

11
 • The two adjacent stations should be inter-visible.
• There should be no difficulty in chaining.
• The ratio of the shortest to the longest traverse legs should not exceed 2 for major
and 3 for the minor traverse.

The traverse stations are then fixed either by pegging in case of soft ground, or by paint-
ing for hard rocks or roads.

2.6.2 Traversing
Traverse is a framework of the series of the connected survey lines called the traverse
legs with its lengths and angle measured with tape and total station. And the process
is called the Traversing. This is the method of the control surveying where the various
horizontal and vertical controls are computed of each traverse station inter-visible to
each other. It consists of the measurement of the:
• Angle and bearing of each line.
• Length of each traverse leg.

The angles between the successive lines are observed by the angle measuring instru-
ment called total station. The bearing of one line is observed from the compass. And
the length of each traverse leg is observed by total station. If the angle, bearing and
length of one traverse leg is known then coordinates of all other stations are easily cal-
culated.
Mainly, they are calculated as:

a. Closed Traverse - A traverse, which either emanates from a station or closes on

the same station, or runs between two known stations is called closed traverse.
b. Open Traverse - A traverse, which neither runs to its starting nor ends on another
known station, is known as open traverse. The open traverse is suitable for surveying a
long narrow strip of land as for a road, canal surveying.

Major Traverse - The legs joining the aligned control points and covering the whole
area is called the Major Traverse. Work on Major Traverse must be precise, so two sets
of reading should be taken for major Traverse. For convenience, the readings are taken
by setting 00 0’0” for one set and 900 0’0” for the second.
In the survey camp two traverses – major and minor had to be established. The major
traverse had 18 control stations. The linear measurement of the traverse legs is main-
tained within the 1:5000 by forward and backward measurement and in each station
two sets of angles were observed for higher accuracy.

Minor Traverse - The method of forming a traverse connected to the one or more
station points of major traverse, which is run around the area to be detailed, is called
Minor Traversing. All the vertical and horizontal controls are transferred from the ma-
jor traverse stations. The minor traverse stations are so chosen that maximum details

12
can be obtained from the station.
The following steps should be followed for minor traversing:

- The minor traverse stations are fixed and marked by reconnaissance.

- Both forward and backward measurement of the traverse leg is done which should be
within the limit 1:10000.
- For included angles, only one set of readings along with tacheometric readings are
taken.
- One set of horizontal reading was taken from√each station.
- The angular closing error must be within LC N ; where N = no. of stations.

Closing Error - In the closed traverse, at the time of plotting, if the end point of the
traverse does not coincide with the starting point due to error in the measurement or any
other,
P then it is called closing error. In the closed
P traverse, the algebraic sum of latitude
( L) and the algebraic sum of departure ( D) must be zero. Otherwise, it is said to
have a closing error.
p
Hence, Closing error = (Square of sum of latitude) + (Square sum of Departure)
√
= L2 + D 2

2.6.3 Balancing of traverse

There are different methods of adjusting a traverse such as Bowditch Rule, Transit
rule, Graphical Method. Among them, Bowditch rule was used to adjust the traverse in
the survey camp.
There are two methods of balancing of traverse:

1. Bowditch’s Method
2. Transit Method

1. Bowditch’s Method

In this method, the total error in the latitude and departure is distributed in propor-
tion to the lengths of the sides. It is mostly used to balance a traverse where linear and
angular measurements are of equal precision. This rule says:

Correction to latitude (or departure) of any side

T otal error in latitude or departure ∗ length of that side
=
P erimeter of traverse
2. Transit Method

In this method, the total error in latitude and departure is distributed in proportion to
the latitude and departure of its side. This rule is adopted when angular measurements

13
are precise rather than linear measurements. This role provides correction to latitude
amp; departure of any side.

Correction to latitude (or departure) of any side

T otal error in latitude or departure ∗ latitude or departure of that line
=
Arithmetic sum of latitude or departure

2.7 Leveling
It is a branch of survey with main objective is to:

i. Find the elevations of given points with respect to a given or assumed datum and
ii. Establish points at a given elevation or at different elevations with respect to a given
or assumed datum.

Leveling deals with providing the vertical controls to all the control stations for the
preparations of the topographic map. Two types of leveling were performed at the site,
namely direct leveling (spirit leveling) and indirect leveling (trigonometric leveling).

2.7.1 Direct Leveling

It is the branch of leveling in which the vertical distances with respect to a horizontal
line is determined (perpendicular to the direction of gravity). It may be used to deter-
mine the relative difference in elevation between two adjacent points. A level provides
horizontal line of sight, i.e. a line tangential to a level surface at the point where the in-
strument stands. The difference in elevation between two points is the vertical distance
between two level lines. With a level set up at any place, the difference between the
rod readings taken on these points. By a succession of instrument stations and related
readings, the difference in elevation between widely separated points is thus obtained.
Following are some special methods of direct (spirit) leveling:

a. Differential leveling

The process of carrying out levelling from the well-defined point of known elevation
i.e. BM to the TBM established at the site where the survey is to be carried out. The
elevation of the known point is carried or transferred to the site by the method of fly
levelling. The process of determining the elevation of points to some distance apart is
called differential leveling. When the two points are at a such distance from each other
that they cannot both be within range of the level at the same time, the difference in
elevation is not found by single setting but the distance between the points is divided in
to two stages by turning points on which the staff is held and the difference of elevation
of each of succeeding pair of such turning points is found by separate setting up of the
level.

It is the method of levelling which is employed for determining the difference of el-
evation of two points either too far or obstructed by an intervening ground. The method

14
 Figure 2.1: Differential Leveling

employs the no. of setting up of the instruments. The method is also termed as fly lev-
elling. All three wire readings are observed and recorded. This method was employed
at the survey camp to transfer the RL to major and minor traverse stations.

b. Profile leveling

It is the method of direct leveling the object of which is to determine the elevations of
points at measured intervals along a given line in order to obtain a profile of the surface
along that line.

c. Cross-sectioning

Cross-sectioning or cross leveling is the process of taking levels on each side of main
line at right angles to that line, in order to determine a vertical cross-section of the sur-
face of the ground.

d. Reciprocal Levelling

It is the method of leveling in which the difference in elevation between two points
is accurately determined by two sets of reciprocal observations when it is not possible
to set up the level between the two points.

2.7.2 Indirect Levelling

Indirect method or trigonometric leveling is the process of leveling in which the el-
evations of points are computed from the vertical angles and horizontal distance mea-
sured in the field, just as the length of any side in any triangle can be computed from
proper trigonometric relations.

Two peg test

Two Peg test is also known as Collimation test. This test is carried out to test whether
the line of collimation is parallel to the axis of bubble tube or not. It is applied for the
adjustment of the line of collimation.

15
 Figure 2.2: Two peg test

• Methodology

– Two points A and B were chosen on a fairly leveled ground at a distance of

40 m. Instrument was set at C which was exactly at the midway (20 m) of
A and B.
– Staff was kept at point A and B and three wire readings were taken on the
staff when the bubble was exactly centered.
– Difference in elevation was calculated between two points i.e. A and B. The
difference in two staff readings give the correct difference in elevation even
if the line of sight is inclined as balancing of back sight and fore sight is
well carried out.
– The level machine was shifted to point D about 4m from A and three wire
readings were observed on both the staffs kept on A and B. Again, the differ-
ence in elevation is carried out. If the level difference obtain previously was
equal to level difference obtained presently, line of collimation is parallel to
the axis of bubble tube.

Temporary adjustment of level

Each surveying instrument needs two types of adjustments. They are (i) temporary
adjustments, and (ii) permanent adjustments. Temporary adjustment is defined as those
which are made at every instrument setting and preparatory to taking observations with
the instrument. Permanent adjustments need to be made when the fundamental rela-
tions between some parts or lines of the instrument are disturbed.

The temporary adjustments for a level are as follows:

16
 • Setting up the level

• Levelling up

• Elimination of parallax

1. Setting up the level

The operation of setting up includes (a) fixing the instrument on the stand, and (b)
levelling the instrument approximately by leg adjustment. To fix the level to the tripod,
the clamp is released, instrument is held in the right hand and is fixed on the tripod by
turning round the lower part with the left hand. The tripod legs are so adjusted that the
instrument is at the convenient height.

2. Levelling up

After having leveled the instrument approximately, accurate levelling is done with
the help of foot screws and with reference to the plate levels. The purpose of levelling
is to make the vertical axis truly vertical. The manner of levelling the instrument by
the plate levels depends upon whether there are three levelling screws or four levelling
screws.

3. Elimination of Parallax

Parallax is a condition arising when the image formed by the objective does not lies
in the plane of the cross-hairs. Unless parallax is eliminated, accurate sighting is im-
possible. Parallax can be eliminated in two steps:

i. By focusing the eye-piece for distinct vision of the cross-hairs.

ii. By focusing the objective to bring the image of the object in the plane of cross-hairs.

Methodology

The steps which were followed while transferring RL from the BM to TBM are
summed up as follows:

• Instrument station was selected so that both back sight as well as fore sight could
be observed from the point.

• All those temporary adjustments discussed earlier were carried out.

• Staff was held at BM and back sight was taken on the staff held observing all
three wire readings against the staff held at the BM.

• The telescope was turned and fore sight was taken on the staff placed at the dis-
tance almost equal to the distance between the instrument and the BM.

17
 • Instrument was shifted and the back sight was taken on the staff on which the fore
sight was taken from previous instrument station.
• The above steps were carried out till last staff was held at the TBM.
• The process was completed by making the no. of loops so that the whole work
must not be repeated on the likely chance of error while carrying out level.

2.8 Detailing
Detailing means locating and plotting relief in a topographic map. It can be done by
either plane table or tacheometric surveying. Plane tabling needs less office work than
tacheometric survey. Nevertheless, during our camp, we used the tacheometric method.

Tacheometry - Tachometry is a branch of angular surveying in which the horizon-

tal and vertical distances of points are obtained by optical means. It has accuracy about
1/500 to 1/1000; it is faster and convenient than the measurements by tape or chain. It is
very suitable for steep or broken ground, deep ravines, and stretches of water or swamp
where taping is impossible and unreliable.

The objective of the tachometric survey is to preparation of contour maps or plans with
both horizontal and vertical controls. For the survey of height accuracy, it provides a
check on the distances measured by tape.

H = K * S * Cos2 θ
Where, K= analytical constant =100
S = staff intercept
θ= Vertical Angle
H
The formula for the vertical distance is V =
T anθ

Contouring

A contour is an imaginary line, which passes through the points of equal elevation.
The surface of ground is intersected by a level surface in a line. A contour line is a line
on the map representing a contour. It represents the elevation and is one of the ways of
representing relief. While drawing the contour lines, the characteristics of the contours
should be considered. The characteristics are:
• Two contours of different elevations do not cross each other except in the case of
an overhanging cliff.
• Contours of different elevations do not unite to form one contour except in the
case of a vertical cliff
• Contours drawn closer depict a steep slope and if drawn apart, represent a gentle
slope
• Contours equally spaced depict a uniform slope. When contours are parallel,
equidistant and straight, these represent an inclined plane surface.

18
 • Contour at any point is perpendicular to the line of the steepest slope at the point.

• A contour line must close itself but need not be necessarily within the limits of
the map itself.

• A set ring contours with higher values inside depict a hill whereas a set of ring
contours with lower values inside depict a pond or a depression without an outlet.

• When contours cross a ridge or V-shaped valley, they form sharp V- shapes across
them. Contours represent a ridge-line, if the concavity of higher value contour
lies towards the next lower value contour and on the other hand, these represent
a valley if the concavity of the lower value contour, lies towards the higher value
contours.

• The same contour must appear on both the sides of a ridge or a valley

• Contours do not have sharp turnings.

Taking the reading at the change point on the ground is the indirect method of locat-
ing contours. The interpolation method is used to draw the contour lines. Interpolation
of contours is done by estimation, by arithmetic calculations or by graphical method.
The eye estimation method is extremely rough and is used for small-scale work only.
Generally, arithmetic calculation method of interpolation is used to draw the contour
line.
The following steps were followed in tachometric survey:

• The instrument was set up over the station and centering/leveling was done accu-
rately.

• The vertical distance from the top of the station peg to the center of trunnion axis
of tachometer was measured.

• The instrument was oriented with reference to a fixed station whose distance and
bearing was predetermined.

• The staff was held vertically at the nearest available benchmark and it was sighted
by the tachometer to determine the reduced level of the starting point.

• The staff was held at point of feature to be detailed.

• Horizontal angle between the reference station and the object point was measured.

• The vertical angle to the central horizontal wire was observed.

• The staff readings of the stadia hairs were observed then.

• Same procedures were repeated for all the stations.

19
2.9 Computation and Plotting
For the calculations as well as plotting, we applied the coordinate method (latitude
and departure method). In this method, two terms latitude and departure are used for
calculation. Latitude of a survey line may be defined as its coordinate lengths measured
parallel to an assumed meridian direction. The latitude (L) of a line is positive when
measured towards north, and termed Northing and it is negative when measured towards
south, and termed Southing. The departure (D) of a line is positive when measured to-
wards east, and termed Easting and it is negative when measured towards south, and
termed Southing. The latitude and departures of each control station can be calculated
using the relation.

Latitude = L*Cosθ
Departure = L*Sinθ
Where, L = Length of the traverse legs
θ =Whole Circle Bearing

If a closed traverse is plotted according to the field measurements, the end of the tra-
verse will not coincide exactly with the starting point. Such and error is known as
closing error.
Mathematically, p
Closing error(e) = (L2 ) + (D2 )
and direction, tanθ = D/L

The sign of L and D will thus define the quadrant in which the closing error lies. The
relative error of closure = error of Closure/ Perimeter of the traverse.
e
=
p
1
= p
e
The error (e) in a closed traverse due to bearing may be determined by comparing the
two bearings of the last line as observed at the first and last stations of traverse. If the
closed traverse, has N number of sides then,
Correction for the first line = e/N
Correction for the second line = 2e/N
And similarly, correction for the last line = e

In a closed traverse, by geometry, the sum of the interior angles should be equal to
(2n - 4) x 900 where n is the number of traverse sides. If the angles are measured with
the same degree of precision, the error in the sum of the angles may be distributed
equally among each angle of the traverse.

The Bowditch’s method or the Transit rule is mostly used to balance a traverse where
linear and angular measurements are of equal precision. The total error in latitude and
in the departure is distributed in proportion to the lengths of the sides.

20
Mathematically,
a) Correction in departure of a side of traverse
= - (Total departure disclosure/traverse perimeter) x length of that side

b) Correction in latitude of a side of traverse

=- (Total latitude disclosure/traverse perimeter) x length of that side

In order to measure the lengths of the sides of the traverse, two ways of measurements
(forward and backward) is done. The difference in values obtained by forward and
backward is called discrepancy. In addition, the reciprocal of the discrepancy divided
by the mean of the two measurements is called precision. Both the discrepancy and the
precision for each traverse leg should be within the given limits.
Mathematically,
Discrepancy = | Forward length - Backward length |

And Linear precision = 1/ (Mean length/Discrepancy)

The coordinates of traverse stations were calculated with respect to the given coordi-
nate of the station “CP” and the bearing was transferred from the station to the major
stations.

2.10 Comments and Conclusion

Thus, by plotting, topographic map was prepared that fulfills the main purpose of the
survey camp. During this, certain things should be taken into considerations:

• The temporary adjustment must be done accurately in each station.

• The staff readings should be precisely taken.

• Two-peg test must be performed at the beginning and the result should be within
the limit 1:10000

• Major and minor traverse were plotted to 1:500 and 1:500 scale respectively.

• The traverse was made at the Centre of the sheet the help of lower coordinate and
higher coordinates.

Thus, the project with following norms and technical specifications within the
allocated time was completed.

21
Chapter 3

Bridge site survey

3.1 Introduction
Bridges are the structures that are constructed with the purpose of connecting two
places separated by deep valleys or gorges or rivers and streams. The bridges are usu-
ally a part of roads making the roads shorter and hence economical. In countries like
Nepal, where there area lot of uneven lands and plenty of rivers, bridges are the most
economic and efficient ways to join two places by road in a convenient way. That is
why the task of bridge site surveying has been included in the curriculum of Bachelor’s
degree in Civil Engineering. The duration of the survey was one and half day.

3.2 Objectives
The following are the main objectives of the bridge site survey:

• To develop an idea of proper selection of the site for bridges such that the bridge
axis should be as short as possible and should be stable, safe and economic.

• To perform the reciprocal leveling to transfer level from one bank to another.

• To prepare the topographical map for the river site by carrying out topographical
survey and hence draw the longitudinal and cross sections of the rivers at required
u/s and d/s of the river.

• To depict the nature of river flow.

3.3 Brief Description of the area

Bridge site survey was conducted in one of the hills of Bungmati, Lalitpur. The site
consists of vegetations including some cultivated land and some dense forest area in
upstream. There was no discharge in the river.

22
3.4 Hydrology and Geology
The site is surrounded with steep hill, which is covered with densely planted shrubs.
The width of stream is not so big but high flood level covers large area. Water scoured
marks on the sideshow that the highest flood level.

3.5 Technical Specification

• Reconnaissance was conducted in order to establish triangulation points for de-
termining Bridge Axis Length, as well as horizontal and vertical control of the
area. Triangles need to be well conditioned.

• Measurement of distance of Base Line in triangulation in accuracy of 1:2000.

• Measurement of the apex angle of triangulation on two sets of horizontal circle

reading by Theodolite with discrepancy of one minute.

• Computation of average distance of the proposed bridge axis by two adjacent

triangulation.

• Fly leveling was conducted to transfer the RL from given BM to the nearest end
point of the bridge axis and error of closure was checked by making circuit close.

• Reciprocal leveling was done to transfer level from one bank to another. RL of
the other triangulation stations are determined by fly leveling from the end point
of the bridge axis.

• Prepare a topographic map by tacheometric surveying indicating contour lines

at suitable contour interval. Interpolate the contour lines with the help of guide
points and draw longitudinal (along the river bed up to 150m U/S and 50m D/S)
and cross-section (at 25m interval and one at the bridge axis) profile of the area.
The scale for plotting is as follows:

Scale of topographic map = 1:200 to 1:500

Scale of L-Section
Horizontal scale = 1:500
Vertical scale =1:100

Scale of Cross-section
Horizontal scale =1:100
Vertical scale =1:50

23
3.6 Equipment used
The equipment used in the survey during the preparation of topographic map are as
follows:

• Theodolite

• Staffs

• Ranging rods

• Tapes

• Pegs

• Marker

• Hammer

• Compass

3.7 Methodology
The various methods performed during the bridge site survey were triangulation, lev-
eling, tacheometry, and cross section, L-section etc. The brief descriptions of these
methodologies were given below:

3.7.1 Reconnaissance And Site Selection

There are various factors for the selection of bridge site such as geological condition,
socio- economical and ecological aspect etc. Therefore, the sites was chosen such that
it should be laid on the very stable rocks at the bed of river as far as possible and not
affect the ecological balance of the flora and fauna of the site area. The bridge axis
should be so located that it should be fairly perpendicular to the flow direction and at
the same time, the river width should be narrow from the economical point of view and
the free board should be at least 5m.The starting point of bridge axis should not in any
way lie or touch the curve of the road.

The site selected for the bridge axis was near the curve of the river with no commu-
nity but with the temples and the shed house near by. For the purpose of the shortest
span, the stations were set perpendicular to the river flow direction. The riverbanks
were not eroded and were suitable for bridge construction. The chance of change of
direction of river on the selected axis line was nominal.

24
3.7.2 Topographic Survey
For the topographic survey of the bridge site triangulation was done. First the bridge
axis was set and horizontal control stations were fixed on either side for detailing. Dis-
tances between stations on the same sides of river i.e. base line were measured with tape
precisely. Then the interconnecting triangles were formed and angles were measured
with Theodolite. The bridge axis length or span was calculated by solving the triangles
using the sine rule. Thus the horizontal control was set out.

For vertical control, the level was transferred from the BM to preceding IP A of the
road and was transferred to the stations on the next bank by reciprocal leveling. For the
same bank direct level transfer method was used.

3.7.3 Longitudinal Section

Profile leveling is the process of determining the elevations of the points at the short
intervals along a fixed line or alignment such as the center line of the railway, highway,
canal or sewer. The fixed line may be a single straight line or it may be composed of a
succession of straight lines or of a series of straight lines connected by curves. It is also
known as longitudinal leveling. By means of such sections the engineer is able to study
the relationship between the existing ground surface and the levels of the proposed
construction in the direction of its length. The profile is usually plotted on specially
prepared profile paper, on which the vertical scale is much larger than the horizontal.

Profile leveling, like differential leveling, requires the establishment of turning points
on which both back and fore sights is taken. In addition, any number of intermediate
sights may be taken on the points along the line from each set up of the instrument. It is
generally best to set up the instrument to one side of the profile line to avoid too short
sights on the points near the instrument. For each set up, intermediate sights should be
taken after the fore sight on the next turning point has been taken. The position of the
intermediate points on the profile is simultaneously located by chaining along the pro-
file and noting their distances from the point of commencement. For the longitudinal
section of the river, it was drawn from the contour map of the site with first chainage at
10m then at every 25m chainage by interpolation.

3.7.4 Cross Section

Cross-sections are run at right angles to the longitudinal profile and on the either side
of it for the purpose of lateral outline of the ground surface. They provide the data
for estimating quantities of earth work and for other purposes. The cross-sections are
numbered consecutively from the commencement of the centre line and are set out at
right angles to the main line of section with the chain and tape. Cross-sections may be
taken at each chain. The length of cross-section depends upon the nature of the work.
The longitudinal and cross- sections may be worked together or separately as per the
requirement. In the case of bridge site survey, cross-sections are taken at 10m from the
bridge axis then at every 25m interval. The spot heights were taken where the change
of the slope of the ground was abrupt. Cross- sections must be taken at normal flood
level, high flood level, and river banks etc. Total Station was used for this purpose as a
tachometer.

25
3.7.5 Levelling
In this survey, leveling process includes:

• Firstly, the staff was held at B.M. and correspondingly its reading was taken.

• Similarly, the readings of the staffs at several stations were taken.

• The level was transferred from one bank to another by reciprocal leveling which
includes;

– The level was set at the station.

– The staff was held at near bank station and readings were taken.
– Then, the staff was held at opposite bank of river and the corresponding
readings were taken.

• The level was then transferred to opposite bank and the staff was held at near bank
and opposite bank of previous points and corresponding readings were taken.

• The level difference in two cases was calculated carefully and mean of two was
taken as reference.

Reciprocal Levelling: For transferring the RL across the bridge, reciprocal leveling
was performed. It is the method of leveling in which the difference in elevation be-
tween two points is accurately determined by two sets of reciprocal observations when
it is not possible to set up the level between the two points. For transferring the R.L.
across the bridge axis, reciprocal leveling was done.

The characteristics of this detailing are:

• Angular accuracy:

• Accuracy of measurement of distances

• Without reflection measurements

• Memory: some thousand lines of data

• The interface and the documentation are in different languages.

Computation:

Let h= true difference of the level between A and B.

e= combined error due to refraction, curvature and imperfect adjustment of the line of
Collimation.
First position of the level:
The correct reading on staff B= hb - e

26
 Figure 3.1: Caption

The correct reading on staff A= ha

Assuming A to be higher than B, the true difference of the level h= (hb -e) - ha
Or, h= (hb -ha ) - e ...........................................................(1)
Second position of the level:
The correct reading on staff B= h′b
The correct reading on staff A= h′a - e
The true difference in the level
h=h′b - (h′a - e)
h= (h′b - h′a ) + e ...........................................................(2)
Adding eqn. 1 and 2 and dividing by 2, we get

(hb − ha) + (hb′ − ha′ )

h=
2
i.e., the true difference of level between A and B is equal to the mean of the two
apparent differences of the level. And the combined error is given by,

(hb − ha) − (hb′ − ha′ )

e=
2

3.8 Detailing
This is initiated by determining the horizontal and vertical controls for all triangula-
tion stations. Then, after determining the reference, the reflector was held at different
salient points and the corresponding readings were taken. Some of the details during the
survey were measured by the tape. Most detailing was Tacheometric Detailing. Here,
the horizontal distance and vertical distance were measured by total station.

3.9 Computation and Plotting

The bearing of the bridge axis was measured using compass. Sine rule was used for
the determination of bridge span and other required lengths. The bearings of the station
lines were calculated with reference to the bridge axis and independent co-ordinates
were found for each station.

27
Triangulation

Triangulation was performed for determination of the approximate span of the bridge.
The triangulation station also serves as control points for detailing. Two points on either
bank of the river were fixed as control points and side was assumed as the bridge axis.
Then two triangles from each bank were fixed.

The bank line was measured accurately by two way tapping as well as tacheometry
was done and interior angles were measured by taking two sets of reading. The accu-
rate span of bridge was computed by applying sine rule. To minimize the plotting error
well conditioned triangles were tried to construct i.e. the angles greater than 30 degree.
The best triangle is equilateral triangle.

The following tacheometric formulas were used for the calculation of the horizontal
distance and R.L. of different points:
Horizontal distance of any point from the traverse station:
H= 100 × S × Cos2 θ
here, S = staff intercept = Top stadia reading - Bottom stadia reading
θ = Vertical Angle

And, R.L. of a point = R.L. of station + Height of Instrument ± Vertical distance-Target

Height.

After completing all the computations, the topographic map, the longitudinal section
and the cross section were plotted on the respective scales and are attached with this
report.
For topographic map, Scale is 1:500, Contour Interval = 1m.

3.10 Comments and Conclusion

The bridge axis was set keeping in mind all the requisites that the proper site for the
bridge. During the selection of the site all the considerations like geological, socio-
economical and topographical considerations were made and the best site was selected.
The inspection of the area showed that no springs, streams and sewer were discharged
into the river up to the 150 m upstream and 50 m downstream of the axis site. The
flow in river was normal and showed no danger of changing its direction of flow for the
design period of the bridge. The X-section was read up to the farthest point possible.

28
Chapter 4

Road Alignment and Geometric Design

4.1 Introduction
Road alignment and bridge site survey includes both the works - to run a road be-
tween two far distance points and to carry a survey for the bridge construction along
the route. This specific job is essential for an engineer combating with the mountainous
topography of Nepal.

Road alignment and bridge site survey includes both the works to run a road between
two terminals and to carry a survey for the bridge construction along the route. This
specific job is essential for an engineer combating with the mountainous topography
of Nepal. The starting point of the route was in front of the teacher room. The site is
surrounded with steep hill, which is covered with densely planted shrubs. There are
several rise and fall along the route needing lots of cutting, and filling.

4.2 Objectives
Road Alignment Survey was done to accomplish the following objectives:

• To choose the best possible route for the road such that there were a minimum
number of Intermediate Points (I.P.) thereby decreasing the number of turns on
the road.

• To design smooth horizontal curves at points where the road changed its direc-
tion, in order to make the road comfortable for the passengers and the vehicles
traveling on it.

• To take sufficient data of the details including the spot heights, around the road
segment in order to prepare a topographical map of the area, cross section of
the road at certain intervals and longitudinal section of the road segment, hence
making it convenient to determine the amount of cut and fill required for the con-
struction of the road.

29
4.3 Hydrology and Geology
The study of the hydrology in road survey is of great importance to drain the water
from surface run-off or seepage from the road periphery. So the hydrology of the area
affects the design of the road elements such as drainage arrangements for surface runoff
and sub-surface drainage, design of cross drainage structures etc.

The study of the hydrology in road survey is of great importance to drain the water
from surface run-off or seepage from the road periphery. So the hydrology of the area
affects the design of the road elements such as drainage arrangements for surface runoff
and sub-surface drainage, design of cross drainage structures etc.

• To determine the nature and physical properties of soil to be used in the embank-
ment.

• To facilitate the design of the embankment and cuts.

• To determine the construction techniques for handling the earthwork.

• To classify earthwork(ordinary soil, hard soil, soft rock, hard rock etc)to enable
estimation of cost and planning for blasting operation and excavation technique.

• To design the pavement thickness and specifications.

4.4 Technical Specification

• If the external deflection angle at the I.P. of the road is less than 30,curves need
not be fitted.

• Simple horizontal curves had to be laid out where the road changed its direction,
determining and pegging three points on the curve - the beginning of the curve,
the middle point of the curve and the end point of the curve along the center line
of the road.

• The radius of the curve had to be greater than 15 m.

• The gradient of the road had to be maintained below 12 percent except excep-
tional case.

• Cross sections had to be taken at 20 m intervals and also at the beginning, middle
and end of the curve, along the center line of the road - observation being taken
for at least 3 m on either side of the center line.

• Plan of the road had to be prepared on a scale of 1:500.

• L-Section of the road had to be plotted on a scale of 1:1500 horizontally and

1:150 vertically.

• The cross section of the road had to be plotted on a scale of 1:200 (both vertical
and horizontal).

30
 • The amount of cutting and filling required for the road construction had to be
determined from the L-Section and the cross sections. However, the volume of
cutting had to be roughly equal to the volume of filling.

4.5 Equipment Used

The equipment used in the survey during the preparation of topographic map are as
follows:

• Theodolite

• Leveling Staffs

• Ranging rods

• Measuring Tapes 30m and 5m.

• Leveling instruments

• Compass

• Abney level

• Pegs

• Marker

4.6 Methodology
4.6.1 Reconnaissance
This was done by executing a rough survey along the way we are considering and then
by inspecting the points where the direction has to be changed. These points should be
inter-visible and gradient between two such points were adjusted not exceeding 12fixed
to mark them.

4.6.2 Horizontal Alignment

This is mainly done for fixing the road direction in the horizontal plane. Here, mag-
netic compass is used in measuring bearing of initial lines connecting two initial sta-
tions. Deflection angle can be determined by observing clockwise angle between suc-
ceeding leg and preceding leg and then subtracting with 180 degrees.

Deflection Angle (∆) = (180-observed clockwise angle)

31
For positive deflection angle, the survey line deflects clockwise with the prolongation of
preceding line and for negative, deflection will be anti- clockwise. Then, the following
given parameters are determined by their respective formulae;
∆
Tangent Length (T) = T1 V = T2 V = R Tan
2
π R∆
Length of the curve (L) = T1 -C-T2 =
180
∆
Apex Distance (E) = CV= (sec − 1)
2
∆
Length of cord (I) = T1 -C-T2 =2 R Sin
2
Where, T1 = Beginning of curve (BC)
T2 = End of curve (EC)
C = mid of curve (MC)
V = Intersection point (IP)

After performing the necessary calculations, the points, the points T1 and T2 were fixed
at a distance equal to the tangent length from I.P. using a tape. Then the line bisecting
the internal angle at the I.P. was found out with the help of a theodolite. And on this
line, a peg was driven at point MC at a distance equal to the apex distance (VC) from
the I.P. Then the necessary calculations were done, thus giving the required numerical
values of the different parameters.

4.6.3 Levelling
The method of fly leveling was applied in transferring the level from the given B.M.
to all the I.P.s, beginnings, mid points and ends of the curves as well as to the points
along the center line of the road where the cross sections were taken. After completing
the work of one way leveling on the entire length of the road, fly leveling was continued
back to the B.M. making a closed loop for check and adjustment. The difference √ in the
R.L. of the B.M. before and after forming the loops should be less than 25 K mm,
where k is the total distance in km.

4.6.4 Longitudinal Section

The L-Section of the road is required to give the road engineer an idea about the
nature of the ground and the variation in the elevations of the different points along the
length of the road and also to determine the amount of cutting and filling required at the
road site for maintaining a gentle slope. In order to obtain the data for L-Section, staff
readings were taken at points at 15 m intervals along the center line of the road with the
help of a level by the method of fly leveling. And thus, after performing the necessary

32
calculations, the level was transferred to all those points with respect to the R.L. of the
given B.M. Then finally the L-Section of the road was plotted on a graph paper.

4.6.5 Cross Section

Cross sections at different points are drawn perpendicular to the longitudinal section
of the road on either side of its center line in order to present the lateral outline of the
ground. Cross sections are also equally useful in determining the amount of cut and fill
required for the road construction. Cross sections were taken at 15 m intervals along the
center line of the road and also at points where there was a sharp change in the eleva-
tion. While doing so, the horizontal distances of the different points from the center line
were measured with the help of a tape and the vertical heights with a measuring staff.
The R.L. was transferred to all the points by performing the necessary calculations and
finally, the cross sections at different sections were plotted on a graph paper on a scale
of 1:200 both vertical and horizontal.

4.6.6 Curve Setting

Curve is generally a regular curved path followed by a railway or highway align-
ment. The preliminary survey doesn’t involve setting of such curve but computation of
the curve elements such as tangent points and apexes of the curves along the proposed
route is done. It is possible by the observation of deflection angle and the given standard
radius of curvature. This computation follows the location of these elements since they
are very essential for longitudinal section and cross-section. Here, we are concerned
with simple circular curves only. Some important curve elements are as
π R∆
Curve Length =
180
∆
Tangent Length = R Tan
2
∆
where; R = radius of curvature provided Apex Length = R (sec − 1)
2
∆ = Deflection angle

4.7 Simple Circular Curve

A curve consisting of a single arc of a circle tangential to both the straight lines is
termed as Simple circular curve. They are needed whenever there is change in align-
ment of the road. Their demand is high in case of sharp turns to make the turning of the
vehicle easy and to avoid the possible accidents during turning.
Generally, ’Curve Setting’ is the process of changing the direction of motion. Setting
of simple curves is done when the deflection angle between two tangents is greater than
30 . This is not done for straight routes. It follows two different methods:

33
1. Linear Method

Here, only a chain or tape is used. This is applied for short curves and for low accu-
racy required. It also includes the following methods

• By ordinates or offsets from the long chords

• By successive bisection of arcs

• By offsets from the tangents

• By offsets from the chords produced

2. Instrumental Method

This method includes:

• Rankine’s method of tangent (or deflection) angle

• Two-theodolite method

• Tachometric method

Here, Rankine’s method is taken into consideration for horizontal curve setting.

4.8 Computation and Plotting

After the work of taking the data was completed, all the necessary calculations were
done and tabulated in systematic order. The calculations were done in order to compute
the Chainage of the different distinct points of the road using the following relations:

Chainage of beginning of curve, T1 = Chainage of I.P(V) - Tangent length(T1 V)

1 π R∆
Chainage of midpoint of curve, MC = Chainage of T1 + × Curve length ( )
2 180
Chainage of end of curve, T2 = Chainage of T1 + Curve length

Similarly,
Chainage of an next I.P. = Chainage of E.C-Tangent length + IP distance

The R.L. of the different points was also computed using this formula.

R.L. of a point = R.L. of station + Height of Instrument + H Tanθ - Mid hair read-
ing

34
Where, θ= Vertical Angle

Hence, with the required calculated data regarding the road site in hand, the plan was
plotted on a scale of 1:500, L-Section on a graph paper on a scale of 1:1500 horizontal
and 1:150 vertical and the cross section at different points also on a graph paper on a
scale of 1:200 (both vertical and horizontal).

4.9 Comments and Conclusion

Survey of the road alignment is done to make most economical, comfortable, and
durable. Extra case is taken to avoid any soil erosion and any other ecological damage.
Vertical and horizontal curves are set according to Road Design Standards for comfort
and other factors. While setting the road alignment, it should be kept in mind that the
minimum IP points should be taken as far as possible and deflection angles should be
minimum as far as possible. The task was challenge able and tough due to the route
high altitude.

35
Chapter 5

Orientation

5.1 Intersection
5.1.1 Objectives
• To find the coordinates of unknown station observing from known station.

• To check orientations of stations by plane table.

5.1.2 Equipments
• Total Station

• Prism and prism pole

• Plane Table

• Alidade

• Spirit level

• Compass

• Ranging rods

• Paints

5.1.3 Introduction
Intersection is the method of locating or determining the position of the subsidiary
point by means of sight taken from two or more stations or well defined points whose
co-ordinate is calculated. Sometimes due to high difference in distance between the
point and the instrument stations or due to inaccessibility of the points or due to any
other undesired field conditions, it becomes quite difficult to approach out for the known
station. In such condition, intersection is carried out.

36
5.2 Resection
5.2.1 Objective
• To find coordinates of unknown station by viewing to two or three known points.

5.2.2 Equipments
• Theodolite/Total Station

• Measuring staff

• Staff

• Ranging rods

37
5.2.3 Introduction
Resection is the process of determining the exact position or location of the station
occupied by Theodolite by means of sights taken towards the known points or whose
co-ordinate well defined. It is an ideal method of fixing or placing additional control
points around an area to be surveyed. There are several methods of resection and they
include:

• Three point problem

• Two point problem

Three-point problem is the process of determining position of point by means of sight

taken towards three well defined points.
Two-point problem is the process of determining the relative position point by means
of sight taken towards two well defined points.

The resection problem consists in finding the location of an observer by measuring

the angles subtended by lines of sight from the observer to three known points. Tien-
stra’s formula provides the most compact and elegant solution to this problem.

38
5.2.4 Methodology
• Total Station was set at the point whose location was to be determined, the point
in our given context was the major station (CP1) which is to be well defined which
help in cross checking its position.

• Total Station was centered and labeled at station CP1 and was carefully sighted
to the known three points.

• Then the angular measurement between the station and known points was mea-
sured and noted. The coordinates of the station was calculated using Tienstra
Method as shown above.

5.2.5 Comments and Conclusion

Hence, the position, i.e. (X, Y) co-ordinate of the major station was determined. There
was error on the plotted point and the orientation due to few causes which can be
summed up as follows:

• There was observational error due to inaccurate focusing of the instrument.

• The plane table might not be perfectly at center.

• As the object was far and the eye power of different viewers is different, there
were some personal observational errors too.

• The observations were taken at early in the morning; hence, sighting of distant
points was difficult due to inadequate lighting and refraction of light.

39
 ANNEX-A1
OBSERVATION AND
CALCULATION
(TOPOGRAPHIC
SURVEY)
 ANNEX-A2
OBSERVATION AND
CALCULATION
(ROAD ALIGNMENT)
 ANNEX-A3
OBSERVATION AND
CALCULATION
(BRIDGE SITE
SURVEY)
 ANNEX-B

MAPS,DRAWINGS
AND GRAPHS
 ANNEX-B1

TOPOGRAPHIC SURVEY
 ANNEX-B2

ROAD ALIGNMENT
SURVEY
 ANNEX-B3

BRIDGE SURVEY
 BIBLIOGRAPHY

 Agor, R., A Text book of Surveying and Leveling, Khanna Publishers.

 Duggal, S. K., Surveying, Volume 1. Tata McGraw-Hill.
 Ghilani, Charles D.; Wolf, Paul R. (2008). Elementary Surveying: An Introduction to
Geomatics, Prentice Hall.
 Jain, A.K., Jain, A.K. and Punmiya, B.C., Surveying Volume I and II. Lakshmi Prakasan.
 Justo, C.E.G. and Khanna, S.K., Highway Engineering. Nem Chand and Bros.
 Kanetkar, T.P. and Kulkarni S.V., Surveying and Leveling Part One. Pune Vidyarthi Griha
Prakashan.
 O’ Flaherty, Coleman A., Highways: the Location, Design, Construction and Maintenance of
Road Pavements. Butterworth-Heinemann.
 Sharma, S.K., Principles, Practice and Design of Highway Engineering. S. Chandand Co.
 Siegle, A., Basic plane surveying. Delmar.
 Tribhuwan University
Institute of Engineering
ADVANCED COLLEGE OF ENGINEERING & MANAGEMENT
Linear Distance Measurement

Line Distance(m) Discrepa

S.No. Average Precision Rem.
From To Forward Backward ncy
1 CP2 CP1 40.425 40.420 40.423 0.005 1:8085 Ok
2 CP1 1 38.092 38.096 38.094 0.004 1:9524 Ok
3 1 2 39.195 39.210 39.203 0.015 1:2613 Ok
4 2 3 33.532 33.538 33.535 0.006 1:5589 Ok
5 3 4 36.602 36.604 36.603 0.002 1:18301 Ok
6 4 5 36.515 36.508 36.512 0.007 1:5216 Ok
7 5 6 40.380 40.387 40.384 0.007 1:5769 Ok
8 6 7 48.855 48.835 48.845 0.020 1:2442 Ok
9 7 8 45.642 45.640 45.641 0.002 1:22820 Ok
10 8 9 48.205 48.200 48.203 0.005 1:9641 Ok
11 9 10 48.663 48.675 48.669 0.012 1:4056 Ok
12 10 11 58.519 58.527 58.523 0.008 1:7315 Ok
13 11 12 42.181 42.185 42.183 0.004 1:10546 Ok
14 12 13 45.710 45.716 45.713 0.006 1:7619 Ok
15 13 14 29.309 29.306 29.308 0.003 1:9769 Ok
16 14 15 35.096 35.089 35.093 0.007 1:5013 Ok
17 15 16 48.329 48.335 48.332 0.006 1:8055 Ok
18 16 17 43.961 43.960 43.961 0.001 1:43961 Ok
19 17 18 35.195 35.192 35.194 0.003 1:11731 Ok
20 18 19 28.980 28.985 28.983 0.005 1:5797 Ok
21 19 CP2 30.178 30.174 30.176 0.004 1:7544 Ok

40
 Tribhuwan University
Institute of Engineering
ADVANCED COLLEGE OF ENGINEERING & MANAGEMENT

Angle Measurement of Major Traverse

SET-I SET-II Mean Hz

Sighted

F Re
Inst.stn

to

a e HCR Obs. Hz Angle HCR Obs Hz Angle Angle ma

c D M S D M S D M S D M S D M S rks
L 0 0 0 90 0 0
CP1
R 180 0 0 270 0 5
CP2 156 12 23 156 12 21 156 12 22
L 156 12 18 246 12 30
19
R 336 12 28 66 12 16
L 0 0 0 90 0 0
1
R 180 0 7 270 0 20
CP1 217 59 32 217 59 59 217 59 45
L 217 59 35 0 0 0
CP2
R 37 59 36 0 0 0
L 0 0 0 90 0 0
2
R 180 0 0 269 59 57
1 128 2 9 128 2 11 128 2 10
L 128 2 2 218 2 1
CP1
R 308 2 16 38 2 17
L 0 0 0 90 0 0
3
R 179 59 40 270 0 0
2 162 10 26 162 11 19 162 10 52
L 162 10 6 252 11 24
1
R 342 10 26 72 11 14
L 0 0 0 90 0 0
4
R 180 0 4 270 0 20
3 70 42 56 70 40 0 70 41 28
L 70 39 36 160 42 0
2
R 250 42 56 340 42 20
L 0 0 0 90 0 0
5
R 180 0 20 269 59 46
4 297 29 0 296 29 14 296 59 7
L 297 29 0 26 29 14
3
R 117 29 0 206 29 0
L 0 0 0 90 0 0
6
R 179 59 46 269 59 40
5 144 41 3 144 40 50 144 40 56
L 144 40 58 234 40 47
4
R 324 40 54 54 40 33
L 0 0 0 90 0 0
7
R 180 0 2 269 59 59
6 157 0 4 157 0 4 157 0 4
L 157 0 7 247 0 4
5
R 337 0 9 67 0 13

41
 L 0 0 0 90 0 0
8
R 180 0 11 270 0 20
7 151 20 57 151 20 54 151 20 55
L 151 20 56 241 21 6
6
R 331 21 8 61 21 2
L 0 0 0 90 0 0
9
R 179 59 40 270 0 16
8 125 23 6 125 23 0 125 23 3
L 125 22 55 215 23 17
7
R 305 22 57 35 22 59
L 0 0 0 90 0 0
10
R 179 59 52 270 0 5
9 137 45 55 137 46 6 137 46 0
L 137 45 54 227 46 6
8
R 317 45 48 47 46 10
L 0 0 0 90 0 0
11
R 179 59 43 270 0 6
10 226 13 34 226 13 53 226 13 43
L 226 13 18 316 13 47
9
R 46 13 32 136 13 59
L 0 0 0 90 0 0
12
R 180 0 17 270 0 2
11 111 45 9 111 45 13 111 45 11
L 111 45 10 201 45 17
10
R 291 45 24 21 45 11
L 0 0 0 90 0 0
13
R 180 0 2 270 0 18
12 205 9 11 205 9 23 205 9 17
L 205 9 11 295 9 40
11
R 25 9 12 115 9 24
L 0 0 0 90 0 0
14
R 179 59 51 269 59 53
13 208 12 5 208 11 31 208 11 48
L 208 12 0 298 11 22
12
R 28 12 0 118 11 32
L 0 0 0 90 0 0
15
R 180 0 20 270 0 9
14 128 16 14 128 16 22 128 16 18
L 128 16 27 218 16 30
13
R 308 16 21 38 16 22
L 0 0 0 90 0 0
16
R 179 59 42 270 0 11
15 108 47 7 108 48 0 108 47 33
L 108 46 59 198 47 58
14
R 288 46 56 18 48 12
L 0 0 0 90 0 0
17
R 180 0 10 269 59 53
16 154 40 4 154 39 57 153 40 0
L 154 40 7 244 39 53
15
R 334 40 10 64 39 54

42
 L 0 0 0 90 0 0
18
R 179 59 57 269 59 54
17 233 39 46 233 40 3 233 39 55
L 233 39 45 323 39 57
16
R 53 39 44 143 40 3
L 0 0 0 90 0 0
19
R 180 0 5 270 0 3
18 62 6 7 62 6 9 62 6 8
L 62 6 7 152 6 9
17
R 242 6 12 332 6 12
L 0 0 0 90 0 0
CP2
R 180 0 1 270 0 2
19 233 34 28 233 34 15 233 34 22
L 233 34 39 323 34 15
17
R 53 34 18 143 34 17

43
 Tribhuwan University
Institute of Engineering
ADVANCED COLLEGE OF ENGINEERING & MANAGEMENT

Sighted Angle Measurement of Minor Traverse

Inst.sta

Face HCR Obs. Hz Angle

tion

to

Mean Hz Distance
D M S D M S
L 0 0 0
11 71 22 48 10 to m4
R 180 0 3
10 71 22 42
L 71 22 48
m4 71 22 35 40.958
R 251 22 38
L 0 0 0
10 183 48 34 m4 to m3
R 180 0 0
m4 183 48 58
L 183 48 19
m3 183 48 21 49.052
R 3 48 21
L 0 0 0
m4 266 43 30 m3 to m2
R 179 59 58
m3 266 43 36
L 266 43 30
m2 266 43 42 59.626
R 86 43 40
L 0 0 0
m3 45 17 55 m2 to m1
R 180 0 3
m2 45 17 14
L 45 17 55
m1 45 17 32 39.451
R 225 17 35
L 0 0 0
m2 286 48 35 m1 to cp1
R 180 0 2
m1 286 48 42
L 286 48 35
CP1 286 48 49 46.151
R 106 48 51
L 0 0 0
m1 206 34 26
R 179 59 42
CP1 206 34 30
L 206 34 26
1 206 34 34
R 26 34 16

45
 Tribhuwan University
Institute of Engineering

ADVANCED COLLEGE OF ENGINEERING AND MANAGEMENT

When instrument is at midway of two pegs:

Mean True
Value = Difference;
Instrument at Sighted to Staff Readings (m)
{(T+B+ h₁=(MidA-
M)/3} MidB)
Top Mid Bottom
A 1.282 1.182 1.082 1.182
P 0.001
B 1.281 1.181 1.081 1.181

When instrument is near one peg

Mean True
Value = Difference;
Instrument at Sighted to Staff Readings (m)
{(T+B+ h₁=(MidA-
M)/3} MidB)
Top Mid Bottom
A 1.297 1.277 1.257 1.277
Q 0.005
B 1.452 1.272 1.092 1.272

True Difference, h₁ = 0.001

Apparent Difference,
0.005
h₂ =
Collimation error, e=
0.004
(h₁-h₂) =
Distance (d) = 32
Precision = 1/d/e ≥ 1 in 10000
Obtained Precision = 1/d/e1: 8000
=

47
 Tribhuwan University
Institute of Engineering
ADVANCED COLLEGE OF ENGINEERING & MANAGEMENT

RL Transfer from PBM to TBM

B.S S1 F.S S2 Remar

Station Mean Mean Rise Fall Elevation Hz. Dist
T M B (T-B) T M B (T-B) ks
PBM 1.285 1.27 1.255 1.27 0.03 1258 PBM
1 0.988 0.961 0.934 0.961 0.054 1.804 1.788 1.772 1.788 0.032 -0.518 1257.482 6.2
2 1.054 1.016 0.978 1.016 0.076 1.525 1.495 1.465 1.495 0.06 -0.534 1256.948 11.4
3 1.49 1.415 1.34 1.415 0.15 1.561 1.521 1.481 1.521 0.08 -0.505 1256.443 15.6
4 1.85 1.785 1.72 1.785 0.13 1.404 1.334 1.264 1.334 0.14 0.081 1256.524 29
5 1.72 1.64 1.56 1.64 0.16 1.186 1.126 1.066 1.126 0.12 0.659 1257.183 25
6 1.439 1.414 1.389 1.414 0.05 1.252 1.165 1.078 1.165 0.174 0.475 1257.658 33.4
7 1.731 1.705 1.679 1.705 0.052 1.28 1.254 1.228 1.254 0.052 0.16 1257.818 10.2
8 1.519 1.499 1.479 1.499 0.04 0.916 0.891 0.866 0.891 0.05 0.814 1258.632 10.2
9 0.882 0.848 0.814 0.848 0.068 1.049 1.029 1.009 1.029 0.04 0.47 1259.102 8 TBM
10 0.88 0.861 0.842 0.861 0.038 1.582 1.548 1.514 1.548 0.068 -0.7 1258.402 13.6
11 1.041 0.991 0.941 0.991 0.1 1.601 1.578 1.555 1.578 0.046 -0.717 1257.685 8.4
12 1.53 1.467 1.404 1.467 0.126 1.377 1.324 1.271 1.324 0.106 -0.333 1257.352 20.6
13 1.7 1.66 1.62 1.66 0.08 1.592 1.531 1.47 1.531 0.122 -0.064 1257.288 24.8
14 0.915 0.872 0.829 0.872 0.086 1.66 1.615 1.57 1.615 0.09 0.045 1257.333 17
15 1.434 1.37 1.306 1.37 0.128 1.76 1.715 1.67 1.715 0.09 -0.843 1256.49 17.6
16 1.89 1.835 1.78 1.835 0.11 1.455 1.391 1.327 1.391 0.128 -0.021 1256.469 25.6
17 1.395 1.36 1.325 1.36 0.07 1.173 1.117 1.061 1.117 0.112 0.718 1257.187 22.2
18 1.806 1.79 1.774 1.79 0.032 1.088 1.054 1.02 1.054 0.068 0.306 1257.493 13.8
PBM 1.285 1.27 1.255 1.27 0.03 0.52 1258.013 6.2 PBM
4.248 -4.235 0.013 318.8

48
 Tribhuwan University
Institute of Engineering
ADVANCED COLLEGE OF ENGINEERING & MANAGEMENT

Partial Cummulative Calculated (Error/D)*cu Adjusted Rema

Stn Correction
Dist d RL mmulative d RL rks
1 1258 PBM
2 6.2 6.2 1257.482 0.00025 0.00025 1257.4817
3 11.4 17.6 1256.948 0.00072 0.00072 1256.9473
4 15.6 33.2 1256.443 0.00135 0.00135 1256.4416
5 29 62.2 1256.524 0.00254 0.00254 1256.5215
6 25 87.2 1257.183 0.00356 0.00356 1257.1794
7 33.4 120.6 1257.658 0.00492 0.00492 1257.6531
8 10.2 130.8 1257.818 0.00533 0.00533 1257.8127
9 10.2 141 1258.632 0.00575 0.00575 1258.6263
10 8 149 1259.102 0.00608 0.00608 1259.0959 TBM
11 13.6 162.6 1258.402 0.00663 0.00663 1258.3954
12 8.4 171 1257.685 0.00697 0.00697 1257.6780
13 20.6 191.6 1257.352 0.00781 0.00781 1257.3442
14 24.8 216.4 1257.288 0.00882 0.00882 1257.2792
15 17 233.4 1257.333 0.00952 0.00952 1257.3235
16 17.6 251 1256.49 0.01024 0.01024 1256.4798
17 25.6 276.6 1256.469 0.01128 0.01128 1256.4577
18 22.2 298.8 1257.187 0.01218 0.01218 1257.1748
19 13.8 312.6 1257.493 0.01275 0.01275 1257.4803
20 6.2 318.8 1258.013 0.01300 0.01300 1258 PBM

49
 Tribhuwan University
Institute of Engineering
ADVANCED COLLEGE OF ENGINEERING AND MANAGEMENT

Stati B.S s1 F.S s2

Mean Mean Rise Fall Elevation Hz. Dist Remarks
on T M B (T-B) T M B (T-B)
TBM 1.828 1.752 1.676 1.752 0.152 1259.095 TMB
1 1.69 1.6 1.51 1.6 0.18 1.165 1.09 1.015 1.09 0.15 0.662 1259.757 30.2
2 1.876 1.843 1.81 1.843 0.066 0.835 0.74 0.645 0.74 0.19 0.86 1260.617 37
3 2 1.96 1.92 1.96 0.08 0.795 0.76 0.725 0.76 0.07 1.083 1261.700 13.6
4 1.753 1.723 1.693 1.723 0.06 0.704 0.668 0.632 0.668 0.072 1.292 1262.992 15.2
5 1.942 1.916 1.89 1.914 0.052 0.79 0.765 0.74 0.765 0.05 0.958 1263.950 11
6 1.92 1.885 1.85 1.885 0.07 0.881 0.851 0.821 0.851 0.06 1.063 1265.013 11.2
7 1.859 1.84 1.821 1.84 0.038 0.925 0.895 0.865 0.895 0.06 0.99 1266.003 13
8 1.798 1.776 1.754 1.776 0.044 0.746 0.724 0.702 0.724 0.044 1.116 1267.119 8.2
9 1.758 1.731 1.704 1.731 0.054 0.826 0.803 0.78 0.803 0.046 0.973 1268.092 9
10 1.836 1.805 1.774 1.805 0.062 0.774 0.748 0.722 0.748 0.052 0.983 1269.075 10.6
11 1.218 1.2 1.182 1.2 0.036 1.09 1.06 1.03 1.06 0.06 0.745 1269.820 12.2 SBM
12 1.264 1.224 1.184 1.224 0.08 1.203 1.181 1.159 1.181 0.044 0.019 1269.839 8
13 0.78 0.755 0.73 0.755 0.05 1.586 1.546 1.506 1.546 0.08 -0.322 1269.517 16
14 0.819 0.782 0.745 0.782 0.074 1.89 1.862 1.834 1.862 0.056 -1.107 1268.410 10.6
15 0.841 0.82 0.799 0.82 0.042 1.771 1.732 1.693 1.732 0.078 -0.95 1267.460 15.2
16 0.82 0.798 0.776 0.798 0.044 1.89 1.868 1.846 1.868 0.044 -1.048 1266.412 8.6
17 0.725 0.685 0.645 0.685 0.08 1.788 1.766 1.744 1.766 0.044 -0.968 1265.444 8.8
18 0.748 0.73 0.712 0.73 0.036 1.705 1.66 1.615 1.66 0.09 -0.975 1264.469 17
19 0.81 0.78 0.75 0.78 0.06 1.565 1.545 1.525 1.545 0.04 -0.815 1263.654 7.6
20 0.741 0.708 0.675 0.708 0.066 1.994 1.965 1.936 1.965 0.058 -1.185 1262.469 11.8
21 0.726 0.696 0.666 0.696 0.06 1.924 1.892 1.86 1.892 0.064 -1.184 1261.285 13
22 0.897 0.831 0.765 0.831 0.132 1.866 1.831 1.796 1.831 0.07 -1.135 1260.150 13
23 1.446 1.355 1.264 1.355 0.182 1.783 1.718 1.653 1.718 0.13 -0.887 1259.263 26.2
1.604 1.51 1.416 1.51 0.188 -0.155 1259.108 37 TBM
0 0.013 364

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(Error/D)
Cummu Calculate Correcti Adjuste
Station Partial Distance *cummul Remarks
lative d d RL on d RL
ative d

1 1259.095 TBM
2 30.2 30.2 1259.757 0.00108 0.00108 1259.76
3 37 67.2 1260.617 0.0024 0.0024 1260.62
4 13.6 80.8 1261.7 0.00289 0.00289 1261.7
5 15.2 96 1262.992 0.00343 0.00343 1262.99
6 11 107 1263.95 0.00382 0.00382 1263.95
7 11.2 118.2 1265.013 0.00422 0.00422 1265.01
8 13 131.2 1266.003 0.00469 0.00469 1266
9 8.2 139.4 1267.119 0.00498 0.00498 1267.11
10 9 148.4 1268.092 0.0053 0.0053 1268.09
11 10.6 159 1269.075 0.00568 0.00568 1269.07
12 12.2 171.2 1269.82 0.00611 0.00611 1269.81 SBM
13 8 179.2 1269.839 0.0064 0.0064 1269.83
14 16 195.2 1269.517 0.00697 0.00697 1269.51
15 10.6 205.8 1268.41 0.00735 0.00735 1268.4
16 15.2 221 1267.46 0.00789 0.00789 1267.45
17 8.6 229.6 1266.412 0.0082 0.0082 1266.4
18 8.8 238.4 1265.444 0.00851 0.00851 1265.44
19 17 255.4 1264.469 0.00912 0.00912 1264.46
20 7.6 263 1263.654 0.00939 0.00939 1263.65
21 11.8 274.8 1262.469 0.00981 0.00981 1262.46
22 13 287.8 1261.285 0.01028 0.01028 1261.28
23 13 300.8 1260.15 0.01074 0.01074 1260.14
24 26.2 327 1259.263 0.01168 0.01168 1259.25
25 37 364 1259.108 0.013 0.013 1259.1 TBM

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RL transfer in Major Traverse

BS Mean FS Mean Elevation Remar

Stn S1 S2 Rise(m) Fall (m) S=S1+S2 Sx100 (m)
T M B (BS) T M B (FS) (m) ks
SBM 1.182 1.165 1.148 1.165 0.034 1269.814 SBM
1 1.626 1.515 1.403 1.515 0.223 1.169 1.152 1.134 1.152 0.035 0.014 1269.828 0.258 25.800 CP1
2 0.900 0.800 0.699 0.800 0.201 1·322 1.222 1·099 1.222 0.223 0.293 1270.120 0.424 42.400 1
3 0.695 0.625 0.515 0.625 0.180 2.362 2.262 2·262 2.262 0.200 1.462 1268.658 0.380 38.000 2
4 0.722 0.666 0.610 0.666 0.112 1.565 1.480 1.395 1.480 0.170 0.855 1267.803 0.282 28.200 3
5 1.040 1.009 0.977 1.009 0.063 2.356 2.305 2.254 2.305 0.102 1.639 1266.164 0.165 16.500
6 1.278 1.233 1.188 1.233 0.090 2.083 2.057 2.030 2.057 0.053 1.048 1265.116 0.143 14.300 4
7 0.590 0.564 0.538 0.564 0.052 1.440 1.412 1.360 1.412 0.080 0.179 1264.937 0.132 13.200
8 1.462 1.388 1.313 1.388 0.149 2.467 2.446 2·425 2.446 0.042 1.882 1263.055 0.191 19.100 5
9 1.114 1.058 1.001 1.058 0.113 1.401 1.325 1.249 1.325 0.152 0.062 1263.118 0.265 26.500
10 1.571 1.518 1.464 1.518 0.107 1.295 1.243 1·192 1.243 0.103 0.185 1262.933 0.210 21.000 6
11 0.894 0.812 0.730 0.812 0.164 0.974 0.925 0.875 0.925 0.099 0.593 1263.525 0.263 26.300
12 1.502 1.402 1.302 1.402 0.200 2.121 2.044 1.967 2.044 0.154 1.232 1262.293 0.354 35.400 7
13 1.560 1.433 1.100 1.433 0.460 1.587 1.482 1.377 1.482 0.210 0.080 1262.213 0.670 67.000
14 0.442 0.421 0.380 0.421 0.062 1.767 1.541 1.315 1.541 0.452 0.108 1262.105 0.514 51.400
15 0.762 0.742 0.662 0.742 0.100 2.026 2.000 1.974 2.000 0.052 1.579 1260.526 0.152 15.200
16 0.647 0.629 0.597 0.629 0.050 2.171 2.126 2.081 2.126 0.090 1.384 1259.142 0.140 14.000 8
17 1.578 1.545 1.472 1.545 0.106 1.656 1.636 1.616 1.636 0.040 1.007 1258.135 0.146 14.600
18 2.152 2.121 2.05 2.121 0.102 1.600 1.551 1.494 1.551 0.106 0.006 1258.129 0.208 20.800
19 1.338 1.268 1.118 1.268 0.220 1.049 1.008 0.957 1.008 0.092 1.113 1259.242 0.312 31.200
20 0.956 0.896 0.766 0.896 0.190 1.990 1.883 1.776 1.883 0.214 0.615 1258.627 0.404 40.400 9
21 1.190 1.176 1.116 1.176 0.074 1.874 1.784 1.694 1.784 0.180 0.888 1257.739 0.254 25.400
22 0.548 0.512 0.398 0.512 0.150 1.077 1.045 1.013 1.045 0.064 0.131 1257.870 0.214 21.400 10

52
23 0.743 0.673 0.573 0.673 0.170 2.169 2.099 2.029 2.099 0.140 1.587 1256.283 0.310 31.000
24 1.134 1.090 0.986 1.090 0.148 1.564 1.484 1.404 1.484 0.160 0.811 1255.472 0.308 30.800 11
25 1.031 0.984 0.937 0.984 0.094 1.610 1.541 1.472 1.541 0.138 0.451 1255.021 0.232 23.200
26 0.859 0.764 0.669 0.764 0.190 1.660 1.618 1.576 1.618 0.084 0.634 1254.387 0.274 27.400 12
27 0.745 0.707 0.669 0.707 0.076 2.446 2.334 2.262 2.334 0.184 1.570 1252.817 0.260 26.000
28 0.367 0.337 0.307 0.337 0.060 1.894 1.851 1.828 1.851 0.066 1.144 1251.673 0.126 12.600 13
29 0.582 0.536 0.490 0.536 0.092 2.042 2.009 1.976 2.009 0.066 1.672 1250.001 0.158 15.800
30 1.110 1.081 1.052 1.081 0.058 2.114 2.053 2.032 2.053 0.082 1.517 1248.484 0.140 14.000
31 0.970 0.875 0.680 0.875 0.290 1.681 1.639 1.618 1.639 0.063 0.558 1247.926 0.353 35.300 14
32 2.806 2.778 2.720 2.778 0.086 0.685 0.515 0.405 0.515 0.280 0.360 1248.286 0.366 36.600
33 2.616 2.404 1.992 2.404 0.624 0.725 0.657 0.649 0.657 0.076 2.121 1250.407 0.700 70.000
34 2.531 2.501 2.373 2.501 0.158 1.096 1.008 0.959 1.008 0.723 1.396 1251.803 0.881 88.100 15
35 2.322 2.239 2.222 2.239 0.100 0.860 0.736 0.712 0.736 0.148 1.765 1253.568 0.248 24.800
36 0.619 0.598 0.535 0.598 0.084 2.304 2.249 2.194 2.249 0.110 0.010 1253.558 0.194 19.400
37 2.343 2.328 2.295 2.328 0.048 0.481 0.439 0.407 0.439 0.074 0.159 1253.717 0.122 12.200
39 2.034 2.000 1.960 2.000 0.074 0.530 0.506 0.492 0.506 0.038 1.822 1255.539 0.112 11.200
40 2.796 2.780 2.760 2.780 0.036 1.196 1.149 1.132 1.149 0.064 0.851 1256.390 0.100 10.000
41 2.673 2.662 2.630 2.662 0.043 0.898 0.885 0.872 0.885 0.026 1.895 1258.285 0.069 6.900
42 2.974 2.958 2.918 2.958 0.056 0.413 0.389 0.373 0.389 0.040 2.273 1260.558 0.096 9.600
43 2.992 2.962 2.892 2.962 0.100 2.216 2.183 2.170 2.183 0.046 0.775 1261.333 0.146 14.600
44 2.646 2.626 2.558 2.626 0.088 0.555 0.486 0.462 0.486 0.093 2.476 1263.809 0.181 18.100 16
45 1.911 1.890 1.829 1.890 0.082 1.218 1.168 1.140 1.168 0.078 1.458 1265.267 0.160 16.000
46 2.236 2.212 2.186 2.212 0.050 1.411 1.355 1.339 1.355 0.072 0.535 1265.802 0.122 12.200 17
47 2.550 2.500 2.439 2.500 0.111 0.985 0.956 0.945 0.956 0.040 1.256 1267.058 0.151 15.100
48 1.354 1.345 1.294 1.345 0.060 0.481 0.400 0.381 0.400 0.100 2.100 1269.158 0.160 16.000
49 0.821 0.789 0.679 0.789 0.142 0.747 0.701 0.697 0.701 0.050 0.644 1269.802 0.192 19.200 18
50 1.441 1.437 1.414 1.437 0.027 1.964 1.866 1.828 1.866 0.136 1.077 1268.725 0.163 16.300
51 1.940 1.932 1.915 1.932 0.025 1.940 1.919 1.903 1.919 0.037 0.482 1268.243 0.062 6.200 19
52 2.424 2.400 2.296 2.400 0.128 1.002 0.990 0.978 0.990 0.024 0.942 1269.185 0.152 15.200

53
 53 1.324 1.314 1.296 1.314 0.028 1.459 1.387 1.341 1.387 0.118 1.013 1270.198 0.146 14.600
54 1.998 1.848 1.698 1.848 0.300 1.306 1.257 1.268 1.257 0.038 0.057 1270.255 0.338 33.800 CP2
55 1.240 1.235 1.210 1.235 0.030 2.521 2.300 2.223 2.300 0.298 0.452 1269.803 0.328 32.800
56 1.252 1.236 1.201 1.236 0.051 0.001 1269.802 0.051 5.100 SBM
SUM 79.282 79.294 26.103 26.115 1348.200

SUM(RISE)-SUM(FALL) = -0.012 m
LAST RL - FIRST RL = -0.012 m
SUM(BS)-SUM(FS) = -0.012 m

CHECK

Closing error = 12 mm
Permissible Closing error = 29.028 (25 x √k)
Since, closing error < permissible close error; we can apply correction

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Partial Cummulative Calculated (Error/D)*cumm Correctio Adjusted Remark

Stn
Dist d RL ulative d n RL s
1 1269.814 1269.814 SBM
2 25.8 25.8 1269.8275 0.00023 0.00023 1269.828 CP1
3 42.4 68.2 1270.12 0.00061 0.00061 1270.121 1
4 38 106.2 1268.658 0.00095 0.00095 1268.659 2
5 28.2 134.4 1267.803 0.0012 0.0012 1267.804 3
6 16.5 150.9 1266.164 0.00134 0.00134 1266.165
7 14.3 165.2 1265.116 0.00147 0.00147 1265.117 4
8 13.2 178.4 1264.937 0.00159 0.00159 1264.939
9 19.1 197.5 1263.055 0.00176 0.00176 1263.057 5
10 26.5 224 1263.1175 0.00199 0.00199 1263.119
11 21 245 1262.9325 0.00218 0.00218 1262.935 6
12 26.3 271.3 1263.525 0.00241 0.00241 1263.527
13 35.4 306.7 1262.293 0.00273 0.00273 1262.296 7
14 67 373.7 1262.213 0.00333 0.00333 1262.216
15 51.4 425.1 1262.105 0.00378 0.00378 1262.109
16 15.2 440.3 1260.526 0.00392 0.00392 1260.53
17 14 454.3 1259.142 0.00404 0.00404 1259.146 8
18 14.6 468.9 1258.135 0.00417 0.00417 1258.139
19 20.8 489.7 1258.129 0.00436 0.00436 1258.133
20 31.2 520.9 1259.242 0.00464 0.00464 1259.247
21 40.4 561.3 1258.627 0.005 0.005 1258.632 9
22 25.4 586.7 1257.739 0.00522 0.00522 1257.744
23 21.4 608.1 1257.87 0.00541 0.00541 1257.875 10
24 31 639.1 1256.283 0.00569 0.00569 1256.289
25 30.8 669.9 1255.472 0.00596 0.00596 1255.478 11
26 23.2 693.1 1255.021 0.00617 0.00617 1255.027
27 27.4 720.5 1254.387 0.00641 0.00641 1254.393 12
28 26 746.5 1252.817 0.00664 0.00664 1252.824
29 12.6 759.1 1251.673 0.00676 0.00676 1251.68 13
30 15.8 774.9 1250.001 0.0069 0.0069 1250.008
31 14 788.9 1248.484 0.00702 0.00702 1248.491
32 35.3 824.2 1247.926 0.00734 0.00734 1247.933 14
33 36.6 860.8 1248.286 0.00766 0.00766 1248.294
34 70 930.8 1250.407 0.00828 0.00828 1250.415
35 88.1 1018.9 1251.803 0.00907 0.00907 1251.812 15

55
36 24.8 1043.7 1253.568 0.00929 0.00929 1253.577
37 19.4 1063.1 1253.558 0.00946 0.00946 1253.567
38 12.2 1075.3 1253.717 0.00957 0.00957 1253.727
39 11.2 1086.5 1255.539 0.00967 0.00967 1255.549
40 10 1096.5 1256.39 0.00976 0.00976 1256.4
41 6.9 1103.4 1258.285 0.00982 0.00982 1258.295
42 9.6 1113 1260.558 0.00991 0.00991 1260.568
43 14.6 1127.6 1261.333 0.01004 0.01004 1261.343
44 18.1 1145.7 1263.809 0.0102 0.0102 1263.819 16
45 16 1161.7 1265.267 0.01034 0.01034 1265.277
46 12.2 1173.9 1265.802 0.01045 0.01045 1265.812 17
47 15.1 1189 1267.058 0.01058 0.01058 1267.069
48 16 1205 1269.158 0.01073 0.01073 1269.169
49 19.2 1224.2 1269.802 0.0109 0.0109 1269.813 18
50 16.3 1240.5 1268.725 0.01104 0.01104 1268.736
51 6.2 1246.7 1268.243 0.0111 0.0111 1268.254 19
52 15.2 1261.9 1269.185 0.01123 0.01123 1269.196
53 14.6 1276.5 1270.198 0.01136 0.01136 1270.209
54 33.8 1310.3 1270.255 0.01166 0.01166 1270.267 CP2
55 32.8 1343.1 1269.803 0.01195 0.01195 1269.815
56 5.1 1348.2 1269.802 0.012 0.012 1269.814 SBM

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BS FS Stadia Rema
Stn S1 Mean S2 Mean Rise Fall Elevation Hz.dist
T M B T M B Interval rks
1 1.519 1.459 1.399 0.12 1.459 1269.828 0.12 12 CP1
2 0.642 0.595 0.528 0.11 0.595 2.895 2.836 2.776 0.12 2.836 1.376 1268.452 0.233 23.3
3 0.484 0.417 0.33 0.15 0.417 2.971 2.921 2.87 0.1 2.921 2.325 1266.127 0.255 25.5
4 1.279 0.968 0.656 0.62 0.968 1.629 1.557 1.485 0.14 1.557 1.14 1264.987 0.767 76.7
5 1.564 1.498 1.432 0.13 1.498 2.564 2.248 1.932 0.63 2.248 1.28 1263.707 0.764 76.4 m1
6 2.131 2.051 1.971 0.16 2.051 2.081 2.011 1.941 0.14 2.011 0.513 1263.194 0.3 30
7 1.126 1.06 0.994 0.13 1.06 1.535 1.46 1.385 0.15 1.46 0.591 1263.785 0.282 28.2 m2
8 0.544 0.478 0.412 0.13 0.478 3 2.889 2.777 0.22 2.889 1.829 1261.956 0.356 35.6
9 2.47 2.404 2.338 0.13 2.404 2.44 2.379 2.318 0.12 2.379 1.901 1260.055 0.254 25.4 m3
10 0.731 0.629 0.526 0.21 0.629 2.262 2.197 2.132 0.13 2.197 0.208 1260.263 0.335 33.5 m4
11 0.846 0.738 0.63 0.22 0.738 2.698 2.602 2.506 0.19 2.602 1.973 1258.29 0.408 40.8
12 1.806 1.725 1.644 0.16 1.725 1.846 1.743 1.64 0.21 1.743 1.005 1257.285 0.368 36.8
13 1.223 1.147 1.07 0.15 1.147 0.578 1257.863 0.153 15.3 10

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Cummulat Calculated (Error/D)*cumm Correcti Adjusted

Stn Partial Dist Remarks
ive d RL ulative d on RL
1 12 1269.828 CP1
2 23.3 23.3 1268.452 0.00062 0.00062 1268.453
3 25.5 48.8 1266.127 0.00131 0.00131 1266.128
4 76.7 125.5 1264.987 0.00337 0.00337 1264.990
5 76.4 201.9 1263.707 0.00541 0.00541 1263.712 m1
6 30 231.9 1263.194 0.00622 0.00622 1263.200
7 28.2 260.1 1263.785 0.00697 0.00697 1263.792 m2
8 35.6 295.7 1261.956 0.00793 0.00793 1261.964
9 25.4 321.1 1260.055 0.00861 0.00861 1260.064 m3
10 33.5 354.6 1260.263 0.00951 0.00951 1260.273 m4
11 40.8 395.4 1258.29 0.01060 0.01060 1258.301
12 36.8 432.2 1257.285 0.01159 0.01159 1257.297
13 15.3 447.5 1257.863 0.01200 0.01200 1257.875 10

58
 Analytical Resection for Coordinate Transfer

F Set-I Set-II Mean Angle

InstSighted
A E HCR Observation Face angle Hz Angle HCR Observation Face angle Horizontal (I+ II)/2
Stn. to
C D M S D M S D M S D M S D M S D M S D M S
Concrete L 0 0 0 90 0 0
154 11 38 154 11 40
Chimney R 179 59 56 154 11 34 270 0 8 148 11 38 154 11 31
L 154 11 38 154 11 29 244 11 40 154 11 18
Temple
R 334 11 25 57 20 29 64 11 26 57 20 36
CP1 57 20 37 154 12 4 57 20 41
Steel L 211 32 7 57 20 45 301 32 16 57 20 52
Chimney R 31 32 10 148 27 49 121 32 18 148 27 44
Concrete L 359 59 56 148 27 46 90 0 0 148 27 43 148 27 1
148 27 42 148 27 41
Chimney R 179 59 52 269 59 59

Known Points Easting Northing Curvature Coefficients

Steel Chimney ( S ) 0332262.405m 3055726.238m k1 1.223416726
Temple ( T ) 0331085.165m 3055431.578m k2 0.481906066
Concrete Chimney (C) 0331324.313m 3056074.888m k3 0.483598524

By using Tientra's formula

Coordinates of CP1 0331812.5909mE 3055745.566mN

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Topographic Detailing

Inst stn Sighted Signal HCR Obs Hz Vertical Rema Bearing Consecutive Independent coordinate concanat
Angle RL
& HI to ht.(m) D M S dist(m) distance(m) rks angle Lat Dep N E ed value
19 18 1.37 0 0 0 0 310.267 0 0 3055745.991 331743.488 1268.254
1.45 1 1.37 15 52 59 27.821 + 2.469 Fence 15.883 326.15 23.105 -15.497 3055769.096 331727.991 1270.803 2.469
2 1·37 25 28 19 23.575 + 2.488 Fence 25.472 335.739 21.493 -9.687 3055767.484 331733.801 1270.822 2.488
3 I.373 43 59 19 18·631 + 2.633 Fence 43.989 354.256 18.537 -1.864 3055764.528 331741.624 1270.964 2.633
4 1.203 67 58 50 16.99 + 2.438 Fence 67.981 18.248 16.136 5.32 3055762.126 331748.808 1270.939 2.438
5 1.203 103 8 46 22·133 + 2.382 Fence 103.15 53.413 13.192 17.771 3055759.183 331761.259 1270.883 2.382
6 1.203 106 31 50 17.634 + 1.798 Pole 106.53 56.798 9.656 14.755 3055755.647 331758.243 1270.299 1.798
7 1·203 107 55 43 22.301 + 2.446 Tree 107.93 58.196 11.753 18.953 3055757.744 331762.44 1270.947 2.446
8 1.203 120 58 17 34.71 + 2.311 Fence 120.97 71.239 11.164 32.866 3055757.154 331776.353 1270.812 2.311
9 1.37 23 25 33 21.936 + 2.004 GP 23.426 333.693 19.664 -9.722 3055765.655 331733.766 1270.338 2.004
10 1.203 53 53 57 11.053 + 1.809 GP 53.899 4.166 11.024 0.803 3055757.015 331744.291 1270.31 1.809
11 1.37 16 56 20 15.414 + 1.458 GP 16.939 327.206 12.957 -8.349 3055758.948 331735.139 1269.792 1.458
12 1.203 125 5 13 14.631 + 1.303 GP 125.09 75.354 3.699 14.156 3055749.69 331757.643 1269.804 1.303
13 1.37 29 0 55 10.151 + 1.466 GP 29.015 339.282 9.495 -3.591 3055755.485 331739.897 1269.8 1.466
14 1.203 133 31 33 14.207 + 0.736 GP 133.53 83.793 1.536 14.124 3055747.527 331757.611 1269.237 0.736
15 1.203 148 10 56 12.619 - 0.098 GP 148.18 98.449 -1.854 12.482 3055744.137 331755.97 1268.403 -0.098
16 1.37 94 34 43 5.581 + 1.541 GP 94.579 44.846 3.957 3.936 3055749.948 331747.423 1269.875 1.541
17 1.78 173 49 22 8.697 - 0.26 GP 173.82 124.09 -4.875 7.203 3055741.116 331750.69 1267.664 -0.26
18 1.37 118 46 37 9·778 + 1.422 GP 118.78 69.044 3.497 9.132 3055749.488 331752.62 1269.756 1.422
19 1.78 199 46 8 10.869 - 0.844 GP 199.77 150.036 -9.416 5.429 3055736.574 331748.916 1267.08 -0.844
20 1.37 205 14 17 12.848 - 1·139 GP 205.24 155.505 -11.69 5.327 3055734.299 331748.815 1267.195 -1·139
21 1.803 206 11 44 15.091 - 1.209 GP 206.2 156.463 -13.84 6.027 3055732.155 331749.514 1266.692 -1.209
22 1.803 202 45 7 19.642 - 1.881 GP 202.75 153.019 -17.5 8.911 3055728.487 331752.399 1266.02 -1.881

60
 23 3.2 205 19 56 21.984 - 2.524 GP 205.33 155.599 -20.02 9.082 3055725.97 331752.57 1263.98 -2.524
24 1.47 168 35 52 5.63 - 0.601 GH F 168.6 118.865 -2.718 4.931 3055743.273 331748.418 1267.633 -0.601
25 1.65 326 42 55 20.708 - 0.522 GH F 326.72 276.982 2.517 -20.554 3055748.508 331722.933 1267.532 -0.522
26 1.47 130 9 23 9.007 + 0.77 GP 130.16 80.424 1.498 8.881 3055747.489 331752.369 1269.004 0.77
27 1.65 333 33 41 21.896 + 0.383 GP 333.56 283.829 5.234 -21.261 3055751.224 331722.226 1268.437 0.383
28 1.47 134 46 9 3.986 + 0.071 GP 134.77 85.036 0.345 3.971 3055746.336 331747.459 1268.305 0.071
29 2.15 323 11 7 28.322 + 0.39 GP 323.19 273.452 1.706 -28.271 3055747.696 331715.217 1267.944 0.39
30 1.47 352 24 28 6.25 + 0.787 GP 352.41 302.675 3.374 -5.261 3055749.365 331738.227 1269.021 0.787
31 2·15 330 24 51 35.437 + 1·736 BP 330.41 280.681 6.568 -34.823 3055752.559 331708.665 1269.29 +1·736
32 1.47 2 59 56 12.116 + 1.366 BP 2.999 313.266 8.304 -8.823 3055754.295 331734.665 1269.6 1.366
33 1.602 353 30 47 44.51 + 2.552 Fence 353.51 303.78 24.748 -36.996 3055770.739 331706.492 1270.654 2.552
34 1.602 349 57 19 41.796 + 2.148 GP 349.96 300.222 21.038 -36.115 3055767.029 331707.373 1270.25 2.148
35 1.602 336 35 7 38.856 + 1.147 GP 336.59 286.852 11.265 -37.187 3055757.255 331706.3 1269.249 1.147
36 1.602 327 23 29 39.545 + 1.128 GP 327.39 277.659 5.27 -39.192 3055751.261 331704.295 1269.23 1.128
37 1.47 71 50 15 15.026 + 2.611 GP 71.838 22.105 13.922 5.654 3055759.912 331749.142 1270.845 2.611
38 1.602 158 15 55 10.386 - 0.53 GH F 158.27 108.532 -3.301 9.847 3055742.69 331753.335 1267.572 -0.53
39 1.47 76 25 38 10·212 + 2.075 GP 76.427 26.694 9.115 4.584 3055755.106 331748.072 1270.309 2.075
40 1.47 78 3 10 5.475 + 1.776 GP 78.053 28.32 4.82 2.597 3055750.81 331746.085 1270.01 1.776
41 1.602 149 19 54 29.194 - 0.945 GH F 149.33 99.599 -4.868 28.785 3055741.123 331772.273 1267.157 -0.945
42 1.47 84 58 30 4.038 + 1.155 GP 84.975 35.242 3.298 2.33 3055749.289 331745.818 1269.389 1.155
43 1.47 136 24 59 3.888 + 0.606 GP 136.42 86.684 0.225 3.881 3055746.216 331747.369 1268.84 0.606
44 1.602 147 58 23 38.242 - 1.085 SC 147.97 98.24 -5.481 37.847 3055740.51 331781.335 1267.017 -1.085
45 1.602 149 2 3 38.713 - 0.679 HC 149.03 99.301 -6.257 38.204 3055739.734 331781.692 1267.423 -0.679
46 1.753 159 56 22 39.145 - 0.48 HC 159.94 110.207 -13.52 36.736 3055732.47 331780.224 1267.471 -0.48
47 1.854 161 9 22 38·732 - 0.882 Slab 161.16 111.423 -14.15 36.056 3055731.844 331779.544 1266.968 -0.882
48 1.47 148 13 20 44.161 - 1.068 Slab 148.22 98.489 -6.519 43.677 3055739.471 331787.165 1267.166 -1.068
49 1.47 148 58 8 43.564 - 0.604 HC 148.97 99.236 -6.992 42.999 3055738.999 331786.487 1267.63 -0.604
CP1 CP2 1.85 0 0 0 CP2 0 280.507 0 0 3055745.566 331812.591 1269.828
1.414 51 1·600 49 42 40 17.346 + 1.65 Door 49.711 330.218 15.055 -8.616 3055760.621 331803.975 1271.292 1.65
52 1.85 36 41 22 19.243 + 1.974 Door 36.689 317.197 14.118 -13.075 3055759.684 331799.516 1271.366 1.974

61
53 1.6 28 57 58 18.232 + 1.69 GH 28.966 309.473 11.59 -14.074 3055757.156 331798.517 1271.332 1.69
54 1.85 22 39 5 19.916 + 1.984 GH 22.651 303.159 10.893 -16.673 3055756.459 331795.918 1271.376 1.984
55 1.6 32 31 22 19.979 + 1.738 GH 32.523 313.03 13.633 -14.605 3055759.199 331797.986 1271.38 1.738
56 1.85 119 8 13 17·850 + 0.709 store 119.14 39.644 6.279 16.709 3055751.845 331829.3 1270.101 0.709
57 1.6 66 11 13 11.763 + 0.472 F 66.187 346.694 11.447 -2.707 3055757.013 331809.884 1270.114 0.472
58 1.85 102 52 10 13·411 + 0.637 F 102.87 23.377 8.045 10.729 3055753.611 331823.32 1270.029 0.637
59 1.6 70 2 14 17·231 + 0.503 F 70.037 350.544 16.16 5.979 3055761.726 331818.57 1270.145 0.503
60 1.85 95 26 26 18·467 + 0.668 F 95.441 15.948 12.895 13.218 3055758.461 331825.809 1270.06 0.668
61 1.6 351 2 44 8.182 + 0.122 RS 351.05 271.553 0.222 -8.179 3055745.788 331804.412 1269.764 0.122
62 1.6 355 2 7 11.94 - 0.008 RS 355.04 275.542 1.153 -11.884 3055746.719 331800.707 1269.634 -0.008
63 1.85 42 36 56 18.321 + 1·923 RM 42.616 323.123 14.655 -10.994 3055760.221 331801.596 1271.315 +1·923
64 1.6 330 15 23 6·525 + 0.057 SR 330.26 250.764 1.161 -6.42 3055746.727 331806.171 1269.699 0.057
65 1.85 327 58 56 4.447 + 0.125 SR 327.98 248.489 -1.631 -4.137 3055743.935 331808.454 1269.517 0.125
66 1.85 199 4 16 7.983 + 0.135 RM 199.07 119.578 -3.941 6.943 3055741.625 331819.534 1269.527 0.135
67 1.85 192 9 13 11.383 - 0.629 RM 192.15 112.661 -4.386 10.504 3055741.18 331823.095 1268.763 -0.629
68 1.85 187 55 23 14·779 - 0.641 tree 187.92 108.43 -11.02 9.852 3055734.551 331822.443 1268.751 -0.641
69 1.85 189 31 36 15·826 - 0.676 road 189.53 110.034 -11.67 9.867 3055733.892 331822.458 1268.716 -0.676
70 1.85 188 7 0 14.03 - 0.66 road 188.12 108.624 -4.481 13.295 3055741.085 331825.886 1268.732 -0.66
71 1.85 159 22 18 23.886 - 0.873 HS 159.37 79.879 4.197 23.514 3055749.763 331836.105 1268.519 -0.873
72 1.85 159 41 17 24·358 - 0.469 HC 159.69 80.195 -8.312 22.895 3055737.254 331835.486 1268.923 -0.469
73 1.85 170 25 1 24.446 - 0.465 HC 170.42 90.924 -0.394 24.443 3055745.172 331837.034 1268.927 -0.465
74 1.85 178 1 31 29·030 - 0.506 HC 178.03 98.532 -17.99 22.785 3055727.577 331835.376 1268.886 -0.506
75 1.85 221 26 43 4.28 - 0.356 RM 221.45 141.952 -3.37 2.638 3055742.196 331815.229 1269.036 -0.356
76 1.85 352 15 40 10.063 - 0.045 RM 352.26 272.768 0.486 -10.051 3055746.052 331802.54 1269.347 -0.045
77 1.85 328 48 36 10.884 - 0.753 RM 328.81 249.317 -3.844 -10.183 3055741.722 331802.408 1268.639 -0.753
78 1.85 308 44 30 13.398 - 1.422 RM 308.74 229.249 -8.746 -10.15 3055736.82 331802.441 1267.97 -1.422
79 1.6 300 31 45 20.626 - 2.243 SR 300.53 221.036 -15.56 -13.542 3055730.008 331799.049 1267.399 -2.243
80 1.6 299 59 52 22·252 - 2.247 SR 300 220.505 -7.514 -20.945 3055738.052 331791.646 1267.395 -2.247
81 1.6 308 44 14 25.042 - 2.277 RS 308.74 229.244 -16.35 -18.969 3055729.218 331793.622 1267.365 -2.277
82 1.6 313 25 28 28.976 - 2.199 RC 313.42 233.932 -17.06 -23.422 3055728.506 331789.169 1267.443 -2.199

62
83 1.6 319 47 19 30.807 - 1.913 HC 319.79 240.296 -15.27 -26.759 3055730.3 331785.832 1267.729 -1.913
84 1.6 318 5 42 32.89 - 2.343 RE 318.1 238.602 -17.14 -28.074 3055728.431 331784.517 1267.299 -2.343
85 2·20 247 5 13 24.452 - 3.877 HC 247.09 167.594 -23.88 5.253 3055721.685 331817.844 1265.165 -3.877
86 2·20 258 21 10 23.997 - 3.881 HC 258.35 178.86 -23.99 0.477 3055721.574 331813.068 1265.161 -3.881
87 2·20 294 3 36 21.495 - 2.362 Drain 294.06 214.567 -17.7 -12.196 3055727.866 331800.395 1266.68 -2.362
88 1.6 289 12 21 20.074 - 2.605 RM 289.21 209.713 -17.44 -9.95 3055728.131 331802.641 1267.037 -2.605
89 1.6 284 22 23 26·952 - 3.064 RM 284.37 204.88 -15.6 -21.98 3055729.969 331790.611 1266.578 -3.064
90 1.6 281 21 53 34·941 - 3.861 RM 281.37 201.872 -21.69 -27.396 3055723.878 331785.195 1265.781 -3.861
91 2.2 275 29 38 40.996 - 4.128 RE 275.49 196.001 -39.41 -11.301 3055706.158 331801.29 1264.914 -4.128
92 2.2 275 2 45 41·842 - 4.214 RE 275.05 195.553 -29.42 -29.748 3055716.142 331782.843 1264.828 -4.214
93 2.2 270 57 50 40.383 - 4.152 RC 270.96 191.471 -39.58 -8.031 3055705.99 331804.56 1264.89 -4.152
94 2.2 265 41 55 38.283 - 4.134 RC 265.7 186.206 -38.06 -4.138 3055707.507 331808.453 1264.908 -4.134
95 2.2 266 30 50 35.937 - 4.176 CE 266.51 187.021 -35.67 -4.393 3055709.898 331808.198 1264.866 -4.176
96 2.2 263 39 2 32.872 - 4.162 CE 263.65 184.158 -32.79 -2.383 3055712.781 331810.208 1264.88 -4.162
97 2.2 260 3 39 34.63 - 4.112 CE 260.06 180.568 -34.63 -0.343 3055710.938 331812.248 1264.93 -4.112
98 2.2 262 39 52 34.294 - 4.265 tree 262.66 183.172 -34.24 -1.897 3055711.325 331810.694 1264.777 -4.265
99 2.2 244 26 56 34.806 - 4.12 RC 244.45 164.956 -33.61 9.034 3055711.953 331821.625 1264.922 -4.12
100 2.2 235 43 26 35.889 - 4.077 RC 235.72 156.231 -32.85 14.465 3055712.721 331827.056 1264.965 -4.077
101 2.2 225 15 15 38.391 - 4.285 RE 225.25 145.761 -31.74 21.6 3055713.828 331834.191 1264.757 -4.285
102 2.2 224 9 25 37.223 - 3.843 HC 224.16 144.664 -30.37 21.529 3055715.2 331834.12 1265.199 -3.843
103 2.2 217 39 29 30.896 - 3.853 HC 217.66 138.165 -23.02 20.607 3055722.546 331833.198 1265.189 -3.853
104 2.2 210 47 32 33.761 - 3.824 HC 210.79 131.299 -22.28 25.364 3055723.284 331837.955 1265.218 -3.824
105 2.2 210 31 28 46.449 - 4.067 RE 210.52 131.032 -30.49 35.039 3055715.073 331847.63 1264.975 -4.067
106 2.2 209 36 56 46.758 - 4.113 RE 209.62 130.123 -30.13 35.754 3055715.434 331848.345 1264.929 -4.113
107 2.2 207 16 2 47.58 - 4.166 RE 207.27 127.774 -29.15 37.609 3055716.421 331850.199 1264.876 -4.166
108 2.2 204 12 8 48.629 - 4.157 RC 204.2 124.709 -27.69 39.975 3055717.876 331852.566 1264.885 -4.157
109 2.2 205 53 6 50.293 - 4.133 RC 205.89 126.392 -29.84 40.485 3055715.727 331853.075 1264.909 -4.133
110 2.2 205 1 47 49.569 - 4.205 RC 205.03 125.537 -28.81 40.336 3055716.755 331852.927 1264.837 -4.205
111 2.2 201 51 47 52.004 - 4.115 RC 201.86 122.37 -27.84 43.923 3055717.724 331856.514 1264.927 -4.115
112 2.2 193 57 14 54.586 - 3.878 RE 193.95 114.461 -22.6 49.687 3055722.963 331862.277 1265.164 -3.878

63
113 2.2 195 4 53 55.605 - 3.996 RE 195.08 115.589 -24.02 50.151 3055721.55 331862.742 1265.046 -3.996
114 2.2 194 29 17 56.474 - 3.58 HC 194.49 114.995 -23.86 51.185 3055721.703 331863.776 1265.462 -3.58
115 2.2 189 43 21 55.384 - 3.564 HC 189.72 110.23 -19.15 51.968 3055726.415 331864.558 1265.478 -3.564
116 1.85 188 29 32 62.685 - 3.928 HC 188.49 108.999 -20.41 59.27 3055725.158 331871.861 1265.464 -3.928
117 1.85 154 59 41 8.541 + 0.273 Gp 155 75.502 2.138 8.269 3055747.704 331820.86 1269.665 0.273
118 1.85 162 44 18 8.071 - 0.136 Gp 162.74 83.246 0.949 8.015 3055746.515 331820.606 1269.256 -0.136
119 1.85 183 26 28 7.885 - 0.188 Gp 183.44 103.948 -1.901 7.652 3055743.665 331820.243 1269.204 -0.188
120 1.85 213 43 30 8.473 + 0.262 Gp 213.73 134.232 -5.91 6.071 3055739.656 331818.662 1269.654 0.262
121 1.85 232 52 29 6.203 + 0.319 Gp 232.88 153.382 -5.546 2.779 3055740.02 331815.37 1269.711 0.319
122 1.85 281 43 56 5.286 + 0.177 Gp 281.73 202.239 -4.893 -2.001 3055740.673 331810.59 1269.569 0.177
123 1.85 331 51 59 8.874 + 0.098 Gp 331.87 252.374 -2.687 -8.457 3055742.879 331804.134 1269.49 0.098
124 1.85 322 31 58 9.182 - 0.29 Gp 322.53 243.04 -4.163 -8.184 3055741.403 331804.407 1269.102 -0.29
125 1.85 269 26 29 6.535 - 0.588 Gp 269.44 189.949 -6.437 -1.129 3055739.129 331811.462 1268.804 -0.588
126 1.85 213 44 53 9.684 - 0.381 Gp 213.75 134.255 -6.758 6.936 3055738.808 331819.527 1269.011 -0.381
127 1.85 206 49 46 13.614 - 0.705 Gp 206.83 127.337 -8.257 10.824 3055737.309 331823.415 1268.687 -0.705
128 1.85 201 58 56 17.658 - 0.61 Gp 201.98 122.489 -9.485 14.894 3055736.081 331827.485 1268.782 -0.61
129 1.85 192 50 30 23.751 - 0.72 Gp 192.84 113.349 -9.413 21.806 3055736.153 331834.397 1268.672 -0.72
130 1.85 187 58 25 26.766 - 0.813 Gp 187.97 108.481 -8.484 25.386 3055737.082 331837.977 1268.579 -0.813
131 1.85 243 6 21 14.602 - 1.583 Gp 243.11 163.613 -14.01 4.12 3055731.557 331816.71 1267.809 -1.583
132 1.85 268 0 13 14.874 - 1.265 Gp 268 188.511 -14.71 -2.201 3055730.856 331810.39 1268.127 -1.265
133 1.85 282 18 15 15.835 - 1.255 Gp 282.3 202.811 -14.6 -6.139 3055730.97 331806.452 1268.137 -1.255
134 1.85 226 22 27 16.193 - 1.603 Gp 226.37 146.881 -13.56 8.847 3055732.004 331821.438 1267.789 -1.603
135 1.85 212 43 10 22.832 - 1.476 Gp 212.72 133.227 -15.64 16.637 3055729.929 331829.227 1267.916 -1.476
136 1.85 200 29 35 25.851 - 1.462 Gp 200.49 121 -13.31 22.159 3055732.252 331834.749 1267.93 -1.462
137 1.85 277 21 22 42.927 - 4.488 Gp 277.36 197.863 -40.86 -13.168 3055704.708 331799.423 1264.904 -4.488
138 1.85 267 52 40 41.815 - 4.501 Gp 267.88 188.385 -41.37 -6.098 3055704.198 331806.493 1264.891 -4.501
139 1.85 260 44 53 38.65 - 4.403 Gp 260.75 181.255 -38.64 -0.847 3055706.925 331811.744 1264.989 -4.403
140 1.81 242 33 8 38.093 - 4.541 Gp 242.55 163.059 -36.44 11.1 3055709.126 331823.69 1264.891 -4.541
141 1.81 234 10 14 38.667 - 4.413 Gp 234.17 154.678 -34.95 16.538 3055710.614 331829.129 1265.019 -4.413
142 1.81 228 0 37 39.769 - 4.345 Gp 228.01 148.517 -33.92 20.769 3055711.651 331833.36 1265.087 -4.345

64
 143 1.81 208 27 5 53.911 + 4.498 Gp 208.45 128.959 -33.9 41.921 3055711.669 331854.512 1273.93 4.498
144 1.81 347 45 58 5.758 + 0.376 Tree 347.77 268.273 -0.173 -5.755 3055745.393 331806.836 1269.808 0.376
145 1.85 337 1 17 3.583 + 0.365 Tree 337.02 257.529 -0.774 -3.498 3055744.792 331809.092 1269.757 0.365
146 1.85 316 26 57 2.854 + 0.359 Tree 316.45 236.956 -1.556 -2.392 3055744.01 331810.199 1269.751 0.359
147 1.85 190 51 6 2.292 + 0.203 Tree 190.85 111.359 -0.835 2.135 3055744.731 331814.725 1269.595 0.203
148 1.85 150 20 32 8.766 + 0.399 Tree 150.34 70.849 2.876 8.281 3055748.442 331820.872 1269.791 0.399
149 1.85 197 2 30 10.902 - 0.694 Tree 197.04 117.549 -5.042 9.666 3055740.524 331822.257 1268.698 -0.694
m2 m1 1.85 0 0 0 m2 0 109.067 0 0 3055695.343 331822.755 1263.792
1.5 150 1.85 73 6 37 12.985 + 2.268 Gp 73.11 182.177 -12.98 -0.493 3055682.367 331822.262 1265.71 2.268
151 1.85 92 31 46 15.387 + 2.257 Gp 92.529 201.597 -14.31 -5.663 3055681.036 331817.092 1265.699 2.257
152 1.85 105 4 46 17.684 + 2.152 Gp 105.08 214.147 -14.64 -9.926 3055680.708 331812.829 1265.594 2.152
153 1.85 113 49 7 18.796 + 1.959 Gp 113.82 222.886 -13.77 -12.791 3055681.571 331809.964 1265.401 1.959
154 1.85 64 38 23 12.105 + 1.721 Gp 64.64 173.707 -12.03 1.327 3055683.311 331824.082 1265.163 1.721
155 1.85 91 47 39 12.635 + 1.467 Gp 91.794 200.861 -11.81 -4.499 3055683.536 331818.256 1264.909 1.467
156 1.85 111 47 14 15.09 + 1.234 Gp 111.79 220.854 -11.41 -9.871 3055683.929 331812.884 1264.676 1.234
157 1.85 115 6 52 16.45 + 1.395 Gp 115.11 224.182 -11.8 -11.465 3055683.546 331811.291 1264.837 1.395
158 1.85 128 29 31 23.381 + 1.409 Gp 128.49 237.559 -12.54 -19.732 3055682.801 331803.023 1264.851 1.409
159 1.85 135 39 32 26.993 + 1.385 Gp 135.66 244.726 -11.53 -24.409 3055683.818 331798.346 1264.827 1.385
160 1.85 127 29 10 29.71 + 2.822 RE 127.49 236.553 -16.38 -24.79 3055678.968 331797.965 1266.264 2.822
161 1.85 128 53 13 29.099 + 2.315 RE 128.89 237.954 -15.44 -24.665 3055679.903 331798.09 1265.757 2.315
162 1.85 130 42 43 28.995 + 2.226 RC 130.71 239.779 -14.59 -25.054 3055680.749 331797.701 1265.668 2.226
163 1.85 132 32 2 28.735 + 1.93 RE 132.53 241.601 -13.67 -25.277 3055681.676 331797.478 1265.372 1.93
164 1.85 135 18 48 27.625 + 1.585 RC 135.31 244.381 -11.95 -24.909 3055683.398 331797.846 1265.027 1.585
165 1.85 136 33 36 27.383 + 1.182 RC 136.56 245.627 -11.3 -24.943 3055684.043 331797.813 1264.624 1.182
166 1.85 138 6 25 17.301 + 0.694 HE 138.11 247.174 -6.712 -15.946 3055688.631 331806.809 1264.136 0.694
167 1.85 153 16 0 15.229 + 0.637 HE 153.27 262.334 -2.032 -15.093 3055693.311 331807.662 1264.079 0.637
168 1.85 158 36 1 22.448 + 0.628 HE 158.6 267.667 -0.914 -22.429 3055694.429 331800.326 1264.07 0.628
169 1.85 160 37 10 23.935 + 0.393 RC 160.62 269.687 -0.131 -23.935 3055695.212 331798.821 1263.835 0.393
170 1.85 174 16 16 22.981 + 0.388 Gp 174.27 283.338 5.302 -22.361 3055700.645 331800.394 1263.83 0.388
171 1.85 147 33 8 13.506 + 0.375 RE 147.55 256.619 -3.126 -13.139 3055692.217 331809.616 1263.817 0.375

65
172 1.85 152 55 41 14.228 + 0.172 RE 152.93 261.995 -1.981 -14.089 3055693.362 331808.666 1263.614 0.172
173 1.85 160 23 40 13.79 + 0.288 RE 160.39 269.462 -0.13 -13.789 3055695.213 331808.966 1263.73 0.288
174 1.85 155 26 50 12.812 + 0.366 RE 155.45 264.514 -1.225 -12.753 3055694.118 331810.002 1263.808 0.366
175 1.85 151 50 44 8.978 + 0.43 RC 151.85 260.913 -1.418 -8.865 3055693.925 331813.89 1263.872 0.43
176 1.85 77 4 56 2.512 + 0.486 RC 77.082 186.149 -2.498 -0.269 3055692.845 331822.486 1263.928 0.486
177 1.85 352 32 5 9.956 + 0.93 RC 352.54 101.602 -2.002 9.753 3055693.341 331832.508 1264.372 0.93
178 1.85 340 16 21 28.26 + 1.006 RE 340.27 89.34 0.326 28.258 3055695.669 331851.013 1264.448 1.006
179 1.85 342 35 59 28.389 + 1.065 RE 342.6 91.667 -0.826 28.377 3055694.517 331851.132 1264.507 1.065
180 1.85 342 42 42 30.152 + 0.987 RC 342.71 91.779 -0.936 30.137 3055694.407 331852.893 1264.429 0.987
181 1.85 335 10 19 31.799 + 0.361 RC 335.17 84.239 3.192 31.638 3055698.535 331854.394 1263.803 0.361
182 1.85 327 28 17 34.62 - 0.191 RC 327.47 76.539 8.059 33.669 3055703.402 331856.424 1263.251 -0.191
183 1.85 335 43 27 28.811 + 0.742 Gp 335.72 84.791 2.616 28.692 3055697.958 331851.447 1264.184 0.742
184 1.85 336 27 31 24.986 + 0.834 Gp 336.46 85.526 1.949 24.91 3055697.292 331847.665 1264.276 0.834
185 1.85 338 29 21 11.266 + 0.842 Gp 338.49 87.556 0.48 11.256 3055695.823 331834.011 1264.284 0.842
186 1.85 331 14 52 8.239 + 0.512 Gp 331.25 80.315 1.386 8.122 3055696.729 331830.877 1263.954 0.512
187 1.85 321 54 23 3.661 + 0.442 Gp 321.91 70.974 1.194 3.461 3055696.536 331826.216 1263.884 0.442
188 1.85 249 24 33 2.665 + 0.157 Gp 249.41 358.476 2.664 -0.071 3055698.007 331822.684 1263.599 0.157
189 1.85 178 50 35 14.062 + 0.391 Gp 178.84 287.91 4.324 -13.381 3055699.667 331809.375 1263.833 0.391
190 1.85 177 21 39 18.373 + 0.155 Gp 177.36 286.428 5.196 -17.623 3055700.539 331805.132 1263.597 0.155
191 1.85 173 18 20 23.204 + 0.171 Stair E 173.31 282.373 4.972 -22.665 3055700.315 331800.09 1263.613 0.171
192 1.85 173 45 1 23.209 + 0.015 Stair E 173.75 282.817 5.149 -22.631 3055700.492 331800.125 1263.457 0.015
193 1.85 174 55 49 23.296 - 0.042 Stair E 174.93 283.997 5.635 -22.604 3055700.978 331800.151 1263.4 -0.042
194 1.85 175 27 2 23.273 - 0.223 Stair E 175.45 284.518 5.834 -22.53 3055701.177 331800.225 1263.219 -0.223
195 1.85 176 12 24 23.389 - 0.356 Stair E 176.21 285.274 6.161 -22.563 3055701.504 331800.192 1263.086 -0.356
196 1.85 176 46 59 23.448 - 0.449 Stair E 176.78 285.85 6.404 -22.556 3055701.747 331800.199 1262.993 -0.449
197 1.85 177 39 45 23.166 - 0.505 Gp 177.66 286.73 6.668 -22.185 3055702.011 331800.57 1262.937 -0.505
198 1.85 190 42 15 12.587 - 0.625 Gp 190.7 299.771 6.25 -10.926 3055701.593 331811.829 1262.817 -0.625
199 1.85 194 32 28 9.904 - 0.693 Gp 194.54 303.608 5.482 -8.248 3055700.825 331814.507 1262.749 -0.693
200 1.85 259 53 51 5.908 - 0.544 Gp 259.9 8.965 5.836 0.921 3055701.179 331823.676 1262.898 -0.544
201 1.85 275 58 40 5.134 - 0.501 Gp 275.98 25.045 4.651 2.173 3055699.994 331824.929 1262.941 -0.501

66
 202 1.85 320 13 48 13.807 - 0.611 Gp 320.23 69.297 4.881 12.915 3055700.224 331835.671 1262.831 -0.611
203 1.85 324 43 39 23.22 - 0.646 Gp 324.73 73.795 6.48 22.297 3055701.823 331845.053 1262.796 -0.646
204 1.85 320 2 51 28.654 - 0.582 Gp 320.05 69.115 10.215 26.771 3055705.558 331849.527 1262.86 -0.582
205 1.85 318 54 30 31.757 - 0.101 Gp 318.91 67.976 11.909 29.439 3055707.252 331852.195 1263.341 -0.101
206 1.85 324 0 7 33.95 - 0.274 RC 324 73.069 9.887 32.479 3055705.23 331855.234 1263.168 -0.274
207 1.85 351 45 40 29.454 - 1.691 RC 351.76 100.828 -5.533 28.93 3055689.809 331851.685 1261.751 -1.691
208 1.85 15 40 0 31.058 - 3.224 RC 15.667 124.734 -17.7 25.524 3055677.647 331848.279 1260.218 -3.224
209 1.85 0 41 18 24.223 - 2.17 Gp 0.688 109.756 -8.188 22.797 3055687.155 331845.553 1261.272 -2.17
210 1.85 2 36 26 20.233 - 2.154 Gp 2.607 111.674 -7.473 18.802 3055687.87 331841.558 1261.288 -2.154
211 1.85 17 59 57 16.134 - 2.392 Gp 17.999 127.066 -9.725 12.874 3055685.618 331835.629 1261.05 -2.392
212 1.85 27 51 21 14.429 - 1.682 tree 27.856 136.923 -10.54 9.855 3055684.803 331832.61 1261.76 -1.682
213 1.85 309 38 17 21.2 - 1.677 HC 309.64 58.705 11.012 18.116 3055706.355 331840.871 1261.765 -1.677
214 1.85 313 47 51 25.659 - 1.69 HC 313.8 62.865 11.703 22.835 3055707.046 331845.59 1261.752 -1.69
215 1.85 293 46 49 24.891 - 1.682 HC 293.78 42.847 18.249 16.927 3055713.592 331839.682 1261.76 -1.682
216 1.85 303 35 27 15.518 - 2.107 GH 303.59 52.658 9.413 12.337 3055704.756 331835.092 1261.335 -2.107
217 1.85 291 36 2 11.861 - 1.971 GH 291.6 40.668 8.997 7.729 3055704.339 331830.485 1261.471 -1.971
218 1.85 208 11 27 9.22 - 2.14 GH 208.19 317.258 6.771 -6.258 3055702.114 331816.498 1261.302 -2.14
219 1.85 214 19 6 12.244 - 2.197 HC 214.32 323.386 9.828 -7.303 3055705.171 331815.453 1261.245 -2.197
220 1.85 211 40 16 20.163 - 2.094 HC 211.67 320.738 15.611 -12.76 3055710.954 331809.995 1261.348 -2.094
221 1.85 203 41 59 23.685 - 2.097 RE 203.7 312.767 16.083 -17.388 3055711.425 331805.368 1261.345 -2.097
222 1.85 202 20 43 24.8 - 2.377 RE 202.35 311.412 16.405 -18.599 3055711.747 331804.156 1261.065 -2.377
223 1.85 199 13 24 24.9 - 2.352 RE 199.22 308.291 15.429 -19.543 3055710.772 331803.212 1261.09 -2.352
224 1.85 201 4 21 24.082 - 2.318 RE 201.07 310.14 15.525 -18.41 3055710.867 331804.345 1261.124 -2.318
225 1.85 200 47 55 24.908 - 2.344 RE 200.8 309.866 15.966 -19.118 3055711.309 331803.637 1261.098 -2.344
226 1.85 200 5 10 28.406 - 2.253 RE 200.09 309.153 17.935 -22.028 3055713.278 331800.727 1261.189 -2.253
227 1.85 202 41 23 8.693 + 1.235 HC 202.69 311.757 5.789 -6.485 3055701.132 331816.27 1264.677 1.235
m3 m2 1.556 0 0 0 m3 0 63.83 0 3055669.06 331769.224 1260.064
1.3 228 1.556 317 55 32 12.39 + 1.236 HC 317.93 21.756 11.508 4.592 3055680.567 331773.817 1261.044 1.236
229 1.556 281 6 46 13.545 + 1.213 HC 281.11 344.943 13.08 -3.519 3055682.14 331765.705 1261.021 1.213
230 1.556 321 5 30 8.097 + 0.715 RE 321.09 24.922 7.343 3.412 3055676.403 331772.636 1260.523 0.715

67
231 1.556 322 26 33 6.882 + 0.867 RE 322.44 26.273 6.171 3.046 3055675.231 331772.27 1260.675 0.867
232 1.556 322 23 34 6.933 + 0.81 RE 322.39 26.223 6.219 3.063 3055675.279 331772.288 1260.618 0.81
233 1.556 311 58 30 7.773 + 0.816 RE 311.98 15.805 7.479 2.117 3055676.539 331771.341 1260.624 0.816
234 1.556 308 11 4 5.529 + 0.183 RE 308.18 12.014 5.408 1.151 3055674.468 331770.375 1259.991 0.183
235 1.556 260 35 1 6.637 + 0.096 RE 260.58 324.414 5.397 -3.862 3055674.457 331765.362 1259.904 0.096
236 1.556 254 10 23 5.979 + 0.205 RC 254.17 318.003 4.443 -4 3055673.503 331765.224 1260.013 0.205
237 1.556 276 47 47 7.868 + 0.986 RC 276.8 340.626 7.422 -2.61 3055676.482 331766.614 1260.794 0.986
238 1.556 346 23 25 11.421 + 1.01 RE 346.39 50.22 7.308 8.777 3055676.367 331778.001 1260.818 1.01
239 1.556 15 23 16 17.974 + 1.048 RE 15.388 79.218 3.363 17.657 3055672.422 331786.881 1260.856 1.048
240 1.556 10 25 25 18.725 + 1.576 RE 10.424 74.254 5.082 18.022 3055674.141 331787.247 1261.384 1.576
241 1.556 0 2 50 17.974 + 1.572 RC 0.047 63.877 7.914 16.138 3055676.974 331785.362 1261.38 1.572
242 1.556 7 49 0 18.725 + 1.574 RE 7.817 71.647 5.896 17.773 3055674.956 331786.997 1261.382 1.574
243 1.556 4 48 2 19.177 + 1.675 RE 4.801 68.631 6.988 17.859 3055676.047 331787.083 1261.483 1.675
244 1.556 7 35 59 23.755 + 1.505 RC 7.6 71.43 7.565 22.518 3055676.625 331791.742 1261.313 1.505
245 1.556 18 10 8 36.863 + 0.99 RC 18.169 81.999 5.131 36.504 3055674.191 331805.728 1260.798 0.99
246 1.556 21 8 38 46.812 + 0.622 RC 21.144 84.974 4.101 46.632 3055673.161 331815.856 1260.43 0.622
247 1.556 49 54 2 12.818 + 0.669 RC 49.901 113.731 -5.158 11.734 3055663.901 331780.958 1260.477 0.669
248 1.556 65 3 40 18.446 + 0.083 RE 65.061 128.891 -11.58 14.357 3055657.478 331783.581 1259.891 0.083
249 1.556 75 28 19 18.354 + 0.192 RE 75.472 139.302 -13.92 11.968 3055655.144 331781.192 1260 0.192
250 1.556 71 57 41 18.72 + 0.196 RC 71.961 135.791 -13.42 13.053 3055655.641 331782.277 1260.004 0.196
251 2.05 88 17 42 19.588 + 0.12 GP 88.295 152.125 -17.32 9.158 3055651.744 331778.382 1259.434 0.12
252 2.05 86 46 5 21.948 - 0.021 GP 86.768 150.598 -19.12 10.775 3055649.939 331779.999 1259.293 -0.021
253 2.05 68 34 59 24.208 - 0.088 RC 68.583 132.413 -16.33 17.873 3055652.732 331787.097 1259.226 -0.088
254 2.05 78 50 40 30.701 - 1.063 BC 78.844 142.674 -24.41 18.615 3055644.646 331787.84 1258.251 -1.063
255 2.05 43 39 54 53.609 - 0.619 BC 43.665 107.495 -16.12 51.129 3055652.944 331820.353 1258.695 -0.619
256 2.05 41 44 13 45.519 - 0.024 RC 41.737 105.567 -12.22 43.849 3055656.844 331813.073 1259.29 -0.024
257 2.05 70 59 53 29.871 + 0.12 RE 70.998 134.828 -21.06 21.185 3055648.001 331790.409 1259.434 0.12
258 2.05 84 27 36 38.766 - 0.685 BC 84.46 148.29 -32.98 20.376 3055636.081 331789.6 1258.629 -0.685
259 2.05 40 43 12 52.019 - 0.034 RE 40.72 104.55 -13.07 50.351 3055655.991 331819.575 1259.28 -0.034
260 2.05 95 50 39 15.339 + 0.506 GP 95.844 159.674 -14.38 5.328 3055654.676 331774.552 1259.82 0.506

68
 261 2.05 107 7 5 11.658 + 0.684 GP 107.12 170.948 -11.51 1.834 3055657.547 331771.058 1259.998 0.684
262 2.05 154 30 19 8.115 + 0.476 GP 154.51 218.335 -6.365 -5.033 3055662.694 331764.191 1259.79 0.476
263 2.05 276 53 5 31.186 + 3.775 HC 276.89 340.715 29.436 -10.3 3055698.496 331758.924 1263.089 3.775
264 2.05 266 112 27 35.444 + 3.729 HC 267.87 331.704 31.209 -16.801 3055700.268 331752.423 1263.043 3.729
265 2.05 280 51 7 28.847 + 3.771 HC 280.85 344.682 27.822 -7.621 3055696.882 331761.603 1263.085 3.771
266 2.05 281 8 37 23.856 + 3.465 RC 281.14 344.974 23.04 -6.185 3055692.1 331763.039 1262.779 3.465
267 2.05 325 35 38 26.463 + 3.277 RC 325.59 29.424 23.05 13 3055692.109 331782.225 1262.591 3.277
268 2.05 341 51 7 27.621 + 3.21 RE 341.85 45.682 19.297 19.762 3055688.357 331788.986 1262.524 3.21
269 2.05 340 43 25 21.098 + 3.238 RE 340.72 44.554 15.034 14.802 3055684.094 331784.026 1262.552 3.238
270 2.05 340 4 39 20.684 + 3.199 RE 340.08 43.908 14.902 14.344 3055683.962 331783.568 1262.513 3.199
271 2.05 323 27 4 26.582 + 3.195 GP 323.45 27.281 23.625 12.184 3055692.685 331781.408 1262.509 3.195
272 2.05 280 38 36 34.284 + 3.413 GP 280.64 344.473 33.033 -9.177 3055702.092 331760.047 1262.727 3.413
273 2.05 262 44 9 25.032 + 3.443 GP 262.74 326.566 20.89 -13.792 3055689.949 331755.432 1262.757 3.443
274 2.05 276 6 30 17.325 + 2.897 GP 276.11 339.938 16.274 -5.943 3055685.333 331763.281 1262.211 2.897
275 2.05 326 26 37 18.322 + 2.506 GP 326.44 30.274 15.823 9.237 3055684.883 331778.461 1261.82 2.506
276 2.05 349 8 46 14.448 + 2.488 GP 349.15 52.976 8.7 11.535 3055677.759 331780.759 1261.802 2.488
277 2.05 260 37 15 13.105 + 1.285 GP 260.62 324.451 10.662 -7.619 3055679.722 331761.605 1260.599 1.285
278 2.05 265 36 55 17.205 + 1.307 GP 265.62 329.445 14.816 -8.746 3055683.876 331760.478 1260.621 1.307
279 2.05 300 18 56 7.545 + 1.189 GP 300.32 4.146 7.525 0.545 3055676.585 331769.77 1260.503 1.189
280 2.05 317 13 24 5.796 + 1.258 GP 317.22 21.053 5.409 2.082 3055674.469 331771.306 1260.572 1.258
281 2.05 25 31 45 5.385 + 1.324 GP 25.529 89.359 0.06 5.385 3055669.12 331774.609 1260.638 1.324
m4 m3 2.05 0 0 0 49.01 + 2.209 m4 0 337.067 3055623.92 331788.314 1260.273 2.209
0set at 282 2.05 16 3 58 7.641 + 1.386 GP 16.066 353.133 7.586 -0.914 3055631.506 331787.4 1261.009 1.386
m3 from 283 2.05 11 47 24 93.918 + 8.34 corner 11.79 348.857 92.147 -18.15 3055716.068 331770.164 1267.963 8.34
m4 284 2.05 16 50 9 95.342 + 8.317 corner 16.836 353.903 94.803 -10.127 3055718.723 331778.187 1267.94 8.317
1.4 285 2.05 9 36 38 97.705 + 8.305 corner 9.611 346.678 95.076 -22.514 3055718.996 331765.8 1267.928 8.305
286 2.05 149 7 0 18.005 + 1.738 RC 149.12 126.184 -10.63 14.532 3055613.291 331802.846 1261.361 1.738
287 2.05 182 32 38 4.918 + 0.556 RC 182.54 159.611 -4.61 1.713 3055619.31 331790.027 1260.179 0.556
288 2.05 185 10 40 22.075 + 0.164 door 185.18 162.245 -21.02 6.732 3055602.897 331795.046 1259.787 0.164
289 2.05 177 43 20 21.204 - 0.157 door 177.72 154.789 -19.18 9.032 3055604.736 331797.346 1259.466 -0.157

69
 290 2.05 170 1 5 23.974 - 0.408 F 170.02 147.085 -20.13 13.027 3055603.795 331801.341 1259.215 -0.408
291 2.05 153 59 6 28.903 - 0.173 F 153.99 131.052 -18.98 21.796 3055604.938 331810.11 1259.45 -0.173
292 2.05 165 58 23 24.676 - 0.967 GP 165.97 143.04 -19.72 14.837 3055604.203 331803.151 1258.656 -0.967
293 2.05 175 58 14 19.589 - 0.914 GP 175.97 153.038 -17.46 8.882 3055606.461 331797.196 1258.709 -0.914
294 2.05 130 8 57 18.322 + 0.257 GP 130.15 107.216 -5.423 17.501 3055618.497 331805.815 1259.88 0.257
295 2.05 146 25 55 9.454 - 0.041 pond 146.43 123.499 -5.218 7.884 3055618.702 331796.198 1259.582 -0.041
296 2.05 123 23 0 23.046 - 0.091 pond 123.38 100.45 -4.18 22.664 3055619.74 331810.978 1259.532 -0.091
297 2.05 88 39 4 30.068 - 0.177 pond 88.651 65.718 12.365 27.408 3055636.285 331815.722 1259.446 -0.177
298 2.05 117 30 8 23.534 - 0.017 pond 117.5 94.569 -1.875 23.459 3055622.045 331811.773 1259.606 -0.017
299 2.05 106 17 54 30.633 - 2.021 tree 106.3 83.365 3.539 30.428 3055627.46 331818.742 1257.602 -2.021
300 2.05 164 25 47 5.993 + 0.651 tree 164.43 141.497 -4.69 3.731 3055619.23 331792.045 1260.274 0.651
10 m4 2.05 0 0 0 40.9225 - m4 0 261.852 0 3055587.378 331806.735 1257.875
Oset at 301 2.05 28 7 14 9.77 + 0.356 tree 28.121 289.973 3.337 -9.182 3055590.715 331797.552 1257.581 0.356
m4 from 302 2.05 345 56 55 11.095 - 0.748 Fence 345.95 247.801 -4.192 -10.273 3055583.186 331796.462 1256.477 -0.748
10 303 2.05 341 24 2 25.603 + 0.038 Fence 341.4 243.253 -11.52 -22.864 3055575.855 331783.871 1257.263 0.038
1.352 304 2.05 320 19 45 31.144 - 0.039 Fence 320.33 222.181 -23.08 -20.913 3055564.3 331785.822 1257.186 -0.039
305 2.05 321 20 34 14.129 - 0.126 bridge 321.34 223.195 -10.3 -9.671 3055577.078 331797.063 1257.099 -0.126
306 2.05 311 25 35 12.82 - 0.068 bridge 311.43 213.279 -10.72 -7.034 3055576.66 331799.7 1257.157 -0.068
307 2.05 310 3 52 12.307 - 0.134 bridge 310.06 211.917 -10.45 -6.507 3055576.932 331800.228 1257.091 -0.134
308 2.05 315 20 2 13.436 - 0.12 bridge 315.33 217.186 -10.7 -8.121 3055576.674 331798.614 1257.105 -0.12
309 2.05 125 30 30 5.152 + 0.026 GP 125.51 27.361 4.576 2.368 3055591.954 331809.102 1257.251 0.026
310 2.05 144 3 3 10.57 + 0.065 GP 144.05 45.903 7.355 7.591 3055594.733 331814.326 1257.29 0.065
311 2.05 308 54 36 16.349 + 0.14 GP 308.91 210.762 -14.05 -8.362 3055573.329 331798.372 1257.365 0.14
312 2.05 267 57 19 11.461 - 0.169 GP 267.96 169.808 -11.28 2.028 3055576.098 331808.763 1257.056 -0.169
313 2.05 281 41 11 20.856 - 1.065 FT 281.69 183.539 -20.82 -1.287 3055566.562 331805.447 1256.16 -1.065
314 2.05 295 1 47 30.208 - 1.195 FT 295.03 196.882 -28.91 -8.772 3055558.472 331797.962 1256.03 -1.195
315 2.05 315 1 15 23.649 - 0.874 middle 315.02 216.873 -18.92 -14.19 3055568.46 331792.544 1256.351 -0.874
316 2.05 198 3 37 19.551 + 0.323 RE 198.06 99.913 -3.366 19.259 3055584.012 331825.994 1257.548 0.323
317 2.05 165 39 27 17.715 + 0.198 RC 165.66 67.51 6.776 16.368 3055594.154 331823.102 1257.423 0.198
318 2.05 165 41 45 50.302 + 0.881 RC 165.7 67.548 19.211 46.489 3055606.589 331853.224 1258.106 0.881

70
 319 2.05 162 42 52 50.234 + 0.885 RC 162.71 64.567 21.573 45.366 3055608.952 331852.1 1258.11 0.885
320 2.05 291 40 20 68.436 - 1.075 RC 291.67 193.524 -66.54 -16.004 3055520.84 331790.73 1256.15 -1.075
321 2.05 309 1 12 41.376 - 1.402 RC 309.02 210.872 -35.51 -21.231 3055551.864 331785.503 1255.823 -1.402
322 2.05 314 31 5 33.042 - 1.96 RC 314.52 216.37 -26.61 -19.594 3055560.773 331787.141 1255.265 -1.96
323 2.05 322 41 40 23.136 - 2.701 RC 322.69 224.547 -16.49 -16.23 3055570.89 331790.505 1254.524 -2.701
324 2.05 321 47 21 24.158 - 1.296 RC 321.79 223.641 -17.48 -16.672 3055569.896 331790.062 1255.929 -1.296
14 15 2.05 0 0 0 0 328.485 3055645.311 331661.165 1247.933
0set at 325 2.05 112 30 34 19.121 + 0.941 GP 112.51 80.994 2.993 18.885 3055648.304 331680.05 1248.224 0.941
15from 326 2.05 118 39 57 16.856 + 0.213 GP 118.67 87.151 0.838 16.835 3055646.149 331678 1247.496 0.213
14 327 2.05 90 0 49 25.128 + 0.014 GP 90.014 58.499 13.13 21.425 3055658.441 331682.59 1247.297 0.014
1.42 328 2.05 28 3 30 28.128 + 3.133 GP 28.058 356.543 28.077 -1.696 3055673.388 331659.469 1250.416 3.133
329 2.05 10 23 55 36.85 - 2.899 RE 10.399 338.884 34.376 -13.276 3055679.687 331647.889 1244.384 -2.899
330 2.05 319 41 53 35.793 - 2.437 RE 319.7 288.183 11.169 -34.006 3055656.481 331627.159 1244.846 -2.437
331 2.05 316 6 4 36.706 - 0.021 RC 316.1 284.586 9.244 -35.523 3055654.555 331625.642 1247.262 -0.021
332 2.05 322 45 46 35.051 - 0.843 RC 322.76 291.248 12.703 -32.668 3055658.014 331628.496 1246.44 -0.843
333 2.05 11 57 50 32.084 - 0.469 RC 11.964 340.449 30.234 -10.737 3055675.545 331650.428 1246.814 -0.469
334 2.05 18 54 5 28.556 + 0.515 RE 18.901 347.386 27.867 -6.236 3055673.178 331654.929 1247.798 0.515
335 2.2 258 8 44 26.933 + 0.261 RE 258.15 226.631 -18.5 -19.579 3055626.816 331641.586 1247.394 0.261
336 2.2 232 10 28 26.611 - 3.163 RW 232.17 200.659 -24.9 -9.389 3055620.412 331651.776 1243.97 -3.163
337 2.2 221 55 51 27.18 - 3.842 RW 221.93 190.416 -26.73 -4.914 3055618.579 331656.251 1243.291 -3.842
338 2.2 210 32 38 29.575 + 3 RW 210.54 179.029 -29.57 0.501 3055615.741 331661.666 1250.133 3
339 2.2 117 50 23 14.62 + 2.403 GP 117.84 86.325 0.937 14.59 3055646.248 331675.755 1249.536 2.403
340 2.2 122 48 46 11.633 + 1.831 GP 122.81 91.298 -0.263 11.63 3055645.048 331672.795 1248.964 1.831
341 2.2 146 26 38 7.584 - 1.137 GP 146.44 114.929 -3.197 6.877 3055642.115 331668.042 1245.996 -1.137
342 2.2 213 17 54 11.042 - 0.203 GP 213.3 181.783 -11.04 -0.344 3055634.275 331660.821 1246.93 -0.203
343 2.2 232 52 6 19.905 - 1.027 GP 232.87 201.353 -18.54 -7.248 3055626.773 331653.917 1246.106 -1.027
344 2.2 254 32 59 18.818 - 1.465 GP 254.55 223.035 -13.76 -12.842 3055631.556 331648.323 1245.668 -1.465
345 2.2 258 47 23 13.4 - 0.98 GP 258.79 227.275 -9.092 -9.844 3055636.22 331651.321 1246.153 -0.98
346 2.2 252 3 44 8.978 + 0.392 RE 252.06 220.547 -6.822 -5.836 3055638.489 331655.328 1247.525 0.392
347 2.2 19 48 29 13.421 + 1.733 RE 19.808 348.293 13.142 -2.723 3055658.453 331658.442 1248.866 1.733

71
 348 2.2 42 41 7 17.669 + 0.618 RE 42.685 11.17 17.334 3.423 3055662.646 331664.588 1247.751 0.618
349 2.2 21 18 2 24.915 + 0.11 RE 21.301 349.786 24.52 -4.418 3055669.831 331656.747 1247.243 0.11
350 2.2 9 49 10 26.395 + 0.797 RE 9.819 338.304 24.525 -9.758 3055669.836 331651.407 1247.93 0.797
351 2.2 119 47 23 20.68 - 3.374 RW 119.79 88.275 0.623 20.671 3055645.934 331681.835 1243.759 -3.374
352 2.2 256 15 21 29.748 - 1.421 RW 256.26 224.741 -21.13 -20.94 3055624.181 331640.225 1245.712 -1.421
353 2.2 241 38 35 27.97 - 1.24 RW 241.64 210.128 -24.19 -14.039 3055621.12 331647.126 1245.893 -1.24
354 2.2 221 5 29 29.088 - 0.801 RW 221.09 189.576 -28.68 -4.839 3055616.629 331656.326 1246.332 -0.801
355 2.2 204 13 47 33.281 - 0.498 RW 204.23 172.715 -33.01 4.22 3055612.299 331665.385 1246.635 -0.498
356 2.2 191 28 55 39.717 0.197 RW 191.48 159.967 -37.31 13.606 3055607.997 331674.77 1247.33 0.197
357 2.2 178 24 49 53.523 + 0.466 RW 178.41 146.899 -44.84 29.23 3055600.475 331690.395 1247.599 0.466
358 2.2 171 29 30 66.38 + 0.989 GP 171.49 139.977 -50.83 42.689 3055594.479 331703.854 1248.122 0.989
17 16 2.2 0 0 0 246.008 0 3055730.327 331713.841 1265.812
1.5 359 2.2 262 6 28 5.558 - 0.443 GP 262.11 148.116 -4.719 2.936 3055725.607 331716.777 1264.569 -0.443
360 2.2 303 33 36 3.888 - 0.49 GP 303.56 189.568 -3.834 -0.646 3055726.493 331713.195 1264.522 -0.49
361 2.2 343 31 51 6.088 - 0.612 GP 343.53 229.539 -3.951 -4.632 3055726.376 331709.209 1264.4 -0.612
362 2.2 349 29 26 9.176 - 0.539 GP 349.49 235.499 -5.198 -7.562 3055725.129 331706.279 1264.473 -0.539
363 2.2 359 15 7 9.879 - 0.58 GP 359.25 245.26 -4.134 -8.972 3055726.192 331704.869 1264.432 -0.58
364 2.2 13 12 51 14.537 - 0.521 GP 13.214 259.222 -2.718 -14.281 3055727.608 331699.56 1264.491 -0.521
365 2.2 16 56 15 15.282 - 0.567 GP 16.938 262.946 -1.877 -15.166 3055728.45 331698.675 1264.445 -0.567
366 2.2 18 50 21 19.667 - 0.861 GP 18.839 264.847 -1.766 -19.588 3055728.56 331694.253 1264.151 -0.861
367 1.51 22 4 36 29.058 - 0.42 GP 22.077 268.085 -0.971 -29.042 3055729.355 331684.799 1265.282 -0.42
368 1.51 19 7 57 24.936 - 0.834 GP 19.133 265.141 -2.112 -24.846 3055728.214 331688.995 1264.868 -0.834
369 1.51 11 18 25 21.715 - 1.185 GP 11.307 257.315 -4.768 -21.185 3055725.558 331692.656 1264.517 -1.185
370 1.51 6 27 52 17.846 - 1.704 GP 6.464 252.473 -5.375 -17.017 3055724.952 331696.824 1263.998 -1.704
371 1.51 356 2 23 15.65 - 1.366 GP 356.04 242.048 -7.336 -13.824 3055722.991 331700.017 1264.336 -1.366
372 1.51 345 12 48 13.103 - 1.36 GP 345.21 231.221 -8.207 -10.215 3055722.12 331703.626 1264.342 -1.36
373 1.51 336 21 26 10.626 - 1.407 GP 336.36 222.365 -7.851 -7.16 3055722.475 331706.681 1264.295 -1.407
374 1.51 310 38 45 11.12 - 1.4 GP 310.65 196.654 -10.65 -3.187 3055719.673 331710.654 1264.302 -1.4
375 1.51 297 23 47 10.272 - 1.472 GP 297.4 183.405 -10.25 -0.61 3055720.073 331713.231 1264.23 -1.472
376 1.51 277 0 11 11.301 - 1.514 GP 277 163.011 -10.81 3.302 3055719.519 331717.143 1264.188 -1.514

72
377 1.51 276 44 5 11.928 - 2.169 GP 276.74 162.743 -11.39 3.539 3055718.936 331717.38 1263.533 -2.169
378 1.51 284 8 24 16.071 - 2.256 GP 284.14 170.148 -15.83 2.75 3055714.493 331716.591 1263.446 -2.256
379 1.51 279 25 56 17.28 - 2.337 GH 279.43 165.44 -16.73 4.344 3055713.602 331718.185 1263.365 -2.337
380 1.51 270 27 4 16.705 - 2.445 gp 270.45 156.459 -15.32 6.672 3055715.012 331720.513 1263.257 -2.445
381 1.51 229 2 10 25.153 - 2.288 GH 229.04 115.044 -10.65 22.788 3055719.679 331736.629 1263.414 -2.288
382 1.51 228 3 14 22.889 - 2.018 GP 228.05 114.062 -9.332 20.9 3055720.994 331734.741 1263.684 -2.018
383 1.51 294 0 22 15.053 - 2.363 GP 294.01 180.014 -15.05 -0.004 3055715.274 331713.837 1263.339 -2.363
384 1.51 309 10 49 16.348 - 2.291 GP 309.18 195.188 -15.78 -4.283 3055714.55 331709.558 1263.411 -2.291
385 1.51 308 47 35 16.91 - 2.908 GP 308.79 194.801 -16.35 -4.32 3055713.978 331709.521 1262.794 -2.908
386 1.51 318 59 47 14.309 - 2.299 GP 319 205.005 -12.97 -6.048 3055717.359 331707.793 1263.403 -2.299
387 1.51 338 16 48 16.988 - 2.819 GP 338.28 224.288 -12.16 -11.862 3055718.166 331701.979 1262.883 -2.819
388 1.51 350 55 57 16.972 - 2.466 GP 350.93 236.941 -9.258 -14.224 3055721.068 331699.617 1263.236 -2.466
389 1.51 359 19 37 17.753 - 1.901 GP 359.33 245.335 -7.409 -16.133 3055722.918 331697.708 1263.801 -1.901
390 1.51 4 55 21 20.472 - 1.573 GP 4.923 250.931 -6.688 -19.349 3055723.638 331694.492 1264.129 -1.573
391 1.51 4 47 46 21.079 - 1.744 GP 4.796 250.804 -6.931 -19.907 3055723.396 331693.934 1263.958 -1.744
392 1.51 10 10 26 23.332 - 1.83 GP 10.174 256.182 -5.573 -22.657 3055724.754 331691.184 1263.872 -1.83
393 1.51 9 19 7 25.902 - 1.583 fence 9.319 255.327 -6.561 -25.057 3055723.765 331688.784 1264.119 -1.583
394 1.51 13 35 39 32.853 - 1.402 fence 13.594 259.602 -5.929 -32.314 3055724.397 331681.527 1264.3 -1.402
395 1.51 15 11 1 31.075 - 1.303 fence 15.184 261.192 -4.758 -30.709 3055725.568 331683.132 1264.399 -1.303
396 1.51 23 33 27 29.24 - 0.321 fence 23.558 269.566 -0.222 -29.239 3055730.105 331684.602 1265.381 -0.321
397 1.51 11 48 57 30.14 - 1.439 GP 11.816 257.824 -6.357 -29.462 3055723.97 331684.379 1264.263 -1.439
398 1.51 9 17 29 29.937 - 2.591 GP 9.291 255.3 -7.597 -28.957 3055722.73 331684.884 1263.111 -2.591
399 1.51 0 24 18 33.583 - 3.044 GP 0.405 246.413 -13.44 -30.777 3055716.889 331683.064 1262.658 -3.044
400 1.51 4 27 42 38.534 - 3.107 GP 4.462 250.47 -12.88 -36.317 3055717.445 331677.524 1262.595 -3.107
401 1.51 6 20 1 42.29 - 2.526 GP 6.334 252.342 -12.83 -40.297 3055717.498 331673.544 1263.176 -2.526
402 1.51 1 34 33 40.612 - 3.663 GP 1.576 247.584 -15.49 -37.543 3055714.84 331676.298 1262.039 -3.663
403 1.51 357 5 33 40.355 - 3.613 GP 357.09 243.101 -18.26 -35.989 3055712.069 331677.852 1262.089 -3.613
404 1.51 357 50 34 41.523 - 4.248 GP 357.84 243.851 -18.3 -37.273 3055712.027 331676.568 1261.454 -4.248
405 1.51 1 47 0 45.474 - 4.649 GP 1.783 247.791 -17.19 -42.1 3055713.138 331671.741 1261.053 -4.649
406 1.51 357 59 21 43.87 - 4.309 GP 357.99 243.997 -19.23 -39.429 3055711.093 331674.412 1261.393 -4.309

73
407 1.51 1 22 47 46.142 - 5.141 GP 1.38 247.388 -17.74 -42.595 3055712.585 331671.246 1260.561 -5.141
408 1.51 150 51 49 13.883 + 0.843 GH 150.86 36.872 11.106 8.33 3055741.433 331722.171 1266.545 0.843
409 1.51 181 43 23 14.807 + 0.8 GH 181.72 67.731 5.611 13.703 3055735.938 331727.544 1266.502 0.8
410 1.51 173 47 20 15.92 + 0.802 GH 173.79 59.797 8.009 13.759 3055738.335 331727.6 1266.504 0.802
411 1.51 286 14 0 5.936 - 0.808 gp 286.23 172.241 -5.882 0.801 3055724.445 331714.642 1264.894 -0.808
412 1.51 296 20 30 8.949 - 1.191 gp 296.34 182.35 -8.941 -0.367 3055721.385 331713.474 1264.511 -1.191
413 1.51 299 47 43 13.136 - 1.472 tree 299.8 185.803 -13.07 -1.328 3055717.258 331712.513 1264.23 -1.472
414 1.51 305 33 35 15.282 - 1.867 gp 305.56 191.568 -14.97 -3.064 3055715.355 331710.777 1263.835 -1.867
415 1.51 309 7 34 17.403 - 1.932 gp 309.13 195.134 -16.8 -4.544 3055713.527 331709.297 1263.77 -1.932
416 1.51 296 40 55 5.871 - 1.266 gp 296.68 182.69 -5.865 -0.276 3055724.462 331713.565 1264.436 -1.266
417 1.51 320 20 52 4.262 - 2.106 gp 320.35 206.356 -3.819 -1.892 3055726.508 331711.949 1263.596 -2.106
418 1.51 320 26 49 2.205 - 0.825 gp 320.45 206.455 -1.974 -0.982 3055728.353 331712.859 1264.877 -0.825
419 1.51 34 41 35 9.24 - 1.131 gp 34.693 280.701 1.716 -9.079 3055732.042 331704.762 1264.571 -1.131
420 1.51 29 17 14 7.186 - 2.134 gp 29.287 275.295 0.663 -7.155 3055730.99 331706.686 1263.568 -2.134
421 1.51 21 35 50 8.865 - 2.36 gp 21.597 267.605 -0.37 -8.857 3055729.956 331704.984 1263.342 -2.36
422 1.51 19 58 55 4.184 - 2.08 gp 19.982 265.99 -0.293 -4.174 3055730.034 331709.667 1263.622 -2.08
423 1.51 242 159 9 3.29 - 2.217 gp 244.65 130.661 -2.144 2.496 3055728.183 331716.337 1263.485 -2.217
424 1.51 309 44 56 6.292 - 2.644 tree 309.75 195.757 -6.056 -1.709 3055724.271 331712.132 1263.058 -2.644
425 1.51 304 10 12 9.241 - 2.497 gp 304.17 190.178 -9.096 -1.633 3055721.231 331712.208 1263.205 -2.497
426 1.51 304 55 46 14.392 - 2.349 gp 304.93 190.938 -14.13 -2.731 3055716.196 331711.11 1263.353 -2.349
427 1.51 326 30 58 6.043 - 2.904 gp 326.52 212.524 -5.095 -3.249 3055725.231 331710.592 1262.798 -2.904
428 1.51 351 3 56 4.051 - 2.321 gp 351.07 237.074 -2.202 -3.4 3055728.125 331710.441 1263.381 -2.321
429 1.51 9 13 2 4.839 - 2.917 gp 9.217 255.225 -1.234 -4.679 3055729.093 331709.162 1262.785 -2.917
430 1.51 17 54 45 9.095 - 3.181 gp 17.913 263.921 -0.963 -9.044 3055729.363 331704.797 1262.521 -3.181
431 1.51 7 12 17 6.823 - 3.372 gp 7.205 253.213 -1.971 -6.532 3055728.356 331707.309 1262.33 -3.372
432 1.51 334 7 35 5.838 - 3.37 gp 334.13 220.135 -4.463 -3.763 3055725.863 331710.078 1262.332 -3.37
433 1.51 333 22 31 6.289 - 3.437 gp 333.38 219.383 -4.861 -3.99 3055725.466 331709.851 1262.265 -3.437
434 1.51 358 17 35 6.77 - 3.699 shrub 358.29 244.301 -2.936 -6.1 3055727.391 331707.741 1262.003 -3.699
435 1.51 5 40 14 7.405 - 3.551 gp 5.671 251.679 -2.328 -7.03 3055727.999 331706.811 1262.151 -3.551
436 1.51 6 8 55 9.002 - 3.879 gp 6.149 252.157 -2.758 -8.569 3055727.568 331705.272 1261.823 -3.879

74
437 1.51 12 33 53 9.891 - 3.699 gp 12.565 258.573 -1.96 -9.695 3055728.367 331704.146 1262.003 -3.699
438 1.51 10 55 27 10.038 - 4.221 gp 10.924 256.932 -2.27 -9.778 3055728.057 331704.063 1261.481 -4.221
439 1.51 8 53 27 11.101 - 4.901 bushes 8.891 254.899 -2.892 -10.718 3055727.435 331703.123 1260.801 -4.901
440 1.51 16 5 4 11.506 - 4.948 gp 16.084 262.093 -1.583 -11.397 3055728.744 331702.444 1260.754 -4.948
441 1.51 15 18 28 13.312 - 5.154 gp 15.308 261.316 -2.01 -13.159 3055728.317 331700.682 1260.548 -5.154
442 1.51 20 28 40 13.933 - 5.292 gp 20.478 266.486 -0.854 -13.907 3055729.473 331699.934 1260.41 -5.292
443 1.51 21 5 35 14.505 - 6.001 gp 21.093 267.101 -0.734 -14.486 3055729.593 331699.355 1259.701 -6.001
444 1.51 321 14 14 7.713 - 3.064 gp 321.24 207.245 -6.857 -3.531 3055723.469 331710.31 1262.638 -3.064
445 1.51 319 44 31 8.435 - 3.422 gp 319.74 205.75 -7.597 -3.665 3055722.729 331710.176 1262.28 -3.422
446 1.51 420 3 11 8.326 - 3.728 gp 420.05 306.061 4.901 -6.731 3055735.228 331707.11 1261.974 -3.728
447 1.51 313 10 15 9.71 - 3.545 gp 313.17 199.179 -9.171 -3.19 3055721.156 331710.651 1262.157 -3.545
448 1.51 322 29 52 9.865 - 4.521 gp 322.5 208.506 -8.669 -4.708 3055721.658 331709.133 1261.181 -4.521
449 1.51 315 38 5 11.899 - 4.413 gp 315.64 201.643 -11.06 -4.389 3055719.266 331709.452 1261.289 -4.413
450 1.51 328 40 35 9.719 - 4.942 gp 328.68 214.685 -7.992 -5.531 3055722.335 331708.31 1260.76 -4.942
451 1.51 338 22 56 7.321 - 4.721 gp 338.38 224.39 -5.232 -5.121 3055725.095 331708.72 1260.981 -4.721
452 1.51 318 23 0 8.252 - 4.719 gp 318.38 204.391 -7.515 -3.408 3055722.811 331710.433 1260.983 -4.719
453 1.51 1 17 45 10.884 - 5.62 gp 1.296 247.304 -4.2 -10.041 3055726.127 331703.8 1260.082 -5.62
454 1.51 329 11 18 11.374 - 4.742 gp 329.19 215.196 -9.295 -6.556 3055721.032 331707.285 1260.96 -4.742
455 1.51 329 6 29 12.289 - 5.125 gp 329.11 215.116 -10.05 -7.069 3055720.274 331706.772 1260.577 -5.125
456 1.51 331 5 31 13.106 - 5.337 gp 331.09 217.1 -10.45 -7.906 3055719.873 331705.935 1260.365 -5.337
457 1.51 333 9 2 15.843 - 6.474 tree 333.15 219.159 -12.29 -10.004 3055718.042 331703.837 1259.228 -6.474
458 1.51 332 17 9 15.215 - 5.733 gp 332.29 218.294 -11.94 -9.429 3055718.385 331704.412 1259.969 -5.733
459 1.51 340 36 43 13.036 - 5.561 gp 340.61 226.62 -8.954 -9.475 3055721.373 331704.366 1260.141 -5.561
460 1.51 348 20 16 13.618 - 5.922 GP 348.34 234.346 -7.938 -11.065 3055722.389 331702.776 1259.78 -5.922
461 1.51 356 44 8 13.016 - 5.718 GP 356.74 242.744 -5.961 -11.571 3055724.366 331702.27 1259.984 -5.718
462 1.51 357 40 4 13.329 - 6.366 GP 357.67 243.676 -5.911 -11.947 3055724.416 331701.894 1259.336 -6.366
463 1.51 348 0 40 13.826 - 6.291 GP 348.01 234.019 -8.123 -11.188 3055722.204 331702.653 1259.411 -6.291
464 1.51 341 49 18 13.969 - 6.811 GP 341.82 227.83 -9.378 -10.353 3055720.949 331703.488 1258.891 -6.811
465 1.51 335 55 30 15.27 - 6.654 GP 335.93 221.933 -11.36 -10.204 3055718.967 331703.637 1259.048 -6.654
466 1.51 338 4 29 16.277 - 7.087 GP 338.08 224.083 -11.69 -11.324 3055718.634 331702.517 1258.615 -7.087

75
467 1.51 344 19 53 15.189 - 6.895 GP 344.33 230.34 -9.694 -11.693 3055720.632 331702.148 1258.807 -6.895
468 1.51 349 13 23 14.429 - 6.507 GP 349.22 235.231 -8.228 -11.853 3055722.098 331701.988 1259.195 -6.507
469 1.51 354 47 11 14.533 - 6.596 GP 354.79 240.795 -7.091 -12.685 3055723.235 331701.155 1259.106 -6.596
470 1.51 356 5 25 14.38 - 7.063 GP 356.09 242.098 -6.729 -12.708 3055723.597 331701.133 1258.639 -7.063
471 1.51 359 35 55 14.409 - 6.897 GP 359.6 245.607 -5.951 -13.123 3055724.376 331700.718 1258.805 -6.897
472 1.51 355 25 49 15.321 - 7.361 GP 355.43 241.438 -7.325 -13.456 3055723.002 331700.384 1258.341 -7.361
473 1.51 347 0 41 16 - 7.874 GP 347.01 233.02 -9.625 -12.781 3055720.702 331701.06 1257.828 -7.874
474 1.51 340 13 31 17.215 - 8.109 GP 340.23 226.233 -11.91 -12.432 3055718.419 331701.409 1257.593 -8.109
475 1.51 331 39 3 19.328 - 8.307 GP 331.65 217.659 -15.3 -11.809 3055715.025 331702.032 1257.395 -8.307
476 1.51 342 17 32 29.375 - 9.452 GP 342.29 228.3 -19.54 -21.933 3055710.786 331691.908 1256.25 -9.452
477 1.51 345 28 10 31.248 - 9.464 Tree 345.47 231.478 -19.46 -24.447 3055710.865 331689.394 1256.238 -9.464
478 1.51 347 59 11 31.685 - 9.752 Tree 347.99 233.995 -18.63 -25.632 3055711.7 331688.209 1255.95 -9.752
479 1.51 353 4 32 31.076 - 9.425 Tree 353.08 239.084 -15.97 -26.661 3055714.36 331687.18 1256.277 -9.425
480 1.51 358 38 59 31.798 - 9.323 GP 358.65 244.658 -13.61 -28.738 3055716.716 331685.103 1256.379 -9.323
481 1.51 5 48 7 31.638 - 9.538 GP 5.802 251.81 -9.876 -30.057 3055720.45 331683.784 1256.164 -9.538
482 1.51 8 21 21 29.875 - 9.512 GP 8.356 254.364 -8.052 -28.769 3055722.275 331685.072 1256.19 -9.512
483 1.51 11 54 58 27.896 - 9.312 GP 11.916 257.924 -5.836 -27.279 3055724.491 331686.562 1256.39 -9.312
484 1.51 15 37 41 28.355 - 9.492 GP 15.628 261.636 -4.124 -28.053 3055726.202 331685.788 1256.21 -9.492
485 1.51 20 7 43 28.37 - 9.328 GP 20.129 266.137 -1.911 -28.306 3055728.415 331685.535 1256.374 -9.328
486 1.51 25 31 14 30.082 - 9.418 GP 25.521 271.529 0.803 -30.071 3055731.129 331683.77 1256.284 -9.418
487 1.51 30 56 13 30.831 - 8.936 GP 30.937 276.945 3.728 -30.605 3055734.055 331683.236 1256.766 -8.936
488 1.51 28 33 22 32.825 - 9.845 GP 28.556 274.564 2.612 -32.721 3055732.939 331681.12 1255.857 -9.845
489 1.51 25 46 52 33.326 - 10.103 GP 25.781 271.789 1.041 -33.31 3055731.367 331680.531 1255.599 -10.103
490 1.51 25 13 26 31.729 - 10.425 GP 25.224 271.232 0.682 -31.722 3055731.009 331682.119 1255.277 -10.425
491 1.51 19 6 31 30.329 - 10.509 GP 19.109 265.117 -2.582 -30.219 3055727.745 331683.622 1255.193 -10.509
492 1.51 11 20 24 32.577 - 10.69 GP 11.34 257.348 -7.135 -31.786 3055723.191 331682.055 1255.012 -10.69
493 1.51 7 38 41 32.72 - 10.713 GP 7.645 253.653 -9.209 -31.397 3055721.117 331682.444 1254.989 -10.713
494 1.51 2 48 40 33.723 - 10.897 GP 2.811 248.819 -12.19 -31.445 3055718.142 331682.396 1254.805 -10.897
495 1.51 356 40 14 33.515 - 10.772 GP 356.67 242.679 -15.38 -29.776 3055714.944 331684.065 1254.93 -10.772
496 1.51 350 11 12 32.552 - 10.824 GP 350.19 236.195 -18.11 -27.049 3055712.216 331686.792 1254.878 -10.824

76
497 1.51 343 41 51 34.894 - 10.55 Tree 343.7 229.706 -22.57 -26.615 3055707.76 331687.226 1255.152 -10.55
498 1.51 343 41 41 34.894 - 10.53 Tree 343.7 229.703 -22.57 -26.614 3055707.759 331687.227 1255.172 -10.53
499 1.51 341 50 38 33.324 - 10.568 GP 341.84 227.852 -22.36 -24.707 3055707.965 331689.134 1255.134 -10.568
500 1.51 349 20 49 34.764 - 10.848 GP 349.35 235.355 -19.76 -28.6 3055710.564 331685.241 1254.854 -10.848
501 1.51 349 56 14 36.29 - 10.933 GP 349.94 235.945 -20.32 -30.066 3055710.005 331683.775 1254.769 -10.933
502 1.51 350 41 51 37.204 - 11.627 Tree 350.7 236.706 -20.42 -31.097 3055709.904 331682.744 1254.075 -11.627
503 1.51 357 26 8 37.35 - 11.158 Tree 357.44 243.444 -16.7 -33.409 3055713.628 331680.432 1254.544 -11.158
504 1.51 2 21 20 36.245 - 11.087 GP 2.356 248.364 -13.36 -33.691 3055716.963 331680.15 1254.615 -11.087
505 1.51 5 22 46 39.545 - 11.143 GP 5.379 251.388 -12.62 -37.477 3055717.705 331676.364 1254.559 -11.143
506 1.51 6 51 43 39.62 - 11.088 GP 6.862 252.87 -11.67 -37.862 3055718.657 331675.979 1254.614 -11.088
507 1.51 10 34 34 39.328 - 11.191 GP 10.576 256.584 -9.125 -38.255 3055721.202 331675.586 1254.511 -11.191
508 1.51 11 44 23 43.528 - 12.178 Fence 11.74 257.748 -9.237 -42.537 3055721.089 331671.304 1253.524 -12.178
509 1.51 351 35 10 43.112 - 13.379 Fence 351.59 237.594 -23.1 -36.398 3055707.222 331677.443 1252.323 -13.379
510 1.51 352 45 36 41.825 - 13.368 Fence 352.76 238.768 -21.69 -35.764 3055708.64 331678.077 1252.334 -13.368
511 1.51 22 22 48 43.827 - 11.558 Fence 22.38 268.388 -1.233 -43.81 3055729.094 331670.031 1254.144 -11.558
512 1.51 28 37 46 43.086 - 11.556 Fence 28.629 274.638 3.484 -42.945 3055733.81 331670.896 1254.146 -11.556
513 1.51 60 16 9 13.034 - 0.608 Bush 60.269 306.277 7.712 -10.508 3055738.039 331703.333 1265.094 -0.608
514 1.51 54 24 45 10.577 - 1.154 GP 54.413 300.421 5.356 -9.121 3055735.682 331704.72 1264.548 -1.154
515 1.51 66 51 9 2.372 - 0.342 GP 66.853 312.861 1.613 -1.739 3055731.94 331712.102 1265.36 -0.342

77
 Tribhuwan University
Institute of Engineering
ADVANCED COLLEGE OF ENGINEERING AND MANAGEMENT

Chainage Computation of Curve in Road Alignment

Chainage
Line/Leg Radius Tangent Length Apex Chainag
IP Stn
IP to IP of Deflection Angle=±∆ Chainage Chainage of
of curve, Length, of Distance e of EC
of BC (km) MC (km)
From IP To IP R TL Curve, L ,E (km)
Distance IP station ± d m s
IP0 0 IP0 0+000
IP0 IP1 33.456 IP1 0+033.456 + 62 46 20 25 15.252 27.389 4.285 18.204 31.898 45.539
IP1 IP2 47.47 IP2 0+077.811 + 85 0 0 15 13.745 22.253 5.345 64.066 75.1925 86.319
IP2 IP3 34.12 IP2 0+106.694 + 18 20 30 80 12.915 25.609 1.035 93.779 106.583 119.388
IP3 IP4 29.112 IP4 0+135.585 + 49 40 0 30 13.883 26.005 3.056 121.702 134.705 147.707
IP4 IP5 55.18 IP5 0+189.004 - 49 3 0 30 13.688 25.684 2.975 175.316 188.158 201
IP5 IP6 27.86 IP6 0+215.172 - 63 5 10 15 9.207 16.51 2.6 205.965 214.55 222.475
IP6 IP7 23.56 IP7 0+236.828 - 63 43 10 15 9.322 16.681 2.661 227.506 235.846 244.187
IP7 IP8 38.454 IP8 0+273.319 + 38 55 40 30 10.602 20.382 1.818 262.717 272.908 283.099
IP8 IP9 44.476 IP9 0+307.193 + 10 55 20 200 19.121 38.126 0.912 288.072 307.135 326.198
IP9 IP10 42.702 IP10 0+349.779 + 79 2 40 25 20.625 34.489 7.409 329.154 346.399 363.643
IP10 IP11 52.25 IP11 0+395.268 + 52 45 20 50 24.796 46.038 5.811 370.472 393.491 416.491
IP11 IP12 78.386 IP12 0+470.858 + 72 13 0 30 21.883 37.813 7.133 448.975 467.882 486.788
IP12 IP13 50.45 IP13 0+515.355 - 41 22 40 50 18.882 36.108 3.446 496.473 514.581 532.581
IP13 IP14 40.364 IP14 0+554.063 - 21 45 40 65 12.494

78
 Tribhuwan University
Institute of Engineering
ADVANCED COLLEGE OF ENGINEERING AND MANAGEMENT

Independent co-ordinate Calculation

Line/Leg Deflectio Bearing

IP to IP Deflection Angle=± Bearing Latitud Depart Co-ordinate
IP stn Fro To n angle in
distance e ure
m IP IP Sign D M S in decimal D M S Northing Easting
IP0 IP0 0 3055745.566 331812.5909
IP1 IP0 IP1 33.456 + 62 46 20 62.772 62.505 62.5 0 0 15.446 29.677 3055761.012 331842.268
IP2 IP1 IP2 47.47 + 85 0 0 85 125.277 257 13 40.8 -27.415 38.753 3055733.596 331881.021
IP3 IP2 IP3 34.12 + 18 20 30 18.342 210.277 172 13 40.8 -29.466 -17.203 3055704.130 331863.818
IP4 IP3 IP4 29.112 + 49 40 0 49.667 228.619 153 53 9.6 -19.245 -21.844 3055684.885 331841.975
IP5 IP4 IP5 55.18 - 49 3 0 -49.05 278.286 104 13 8.4 7.952 -54.604 3055692.838 331787.371
IP6 IP5 IP6 27.86 - 63 5 10 -63.086 229.236 153 16 8.4 -18.191 -21.101 3055674.647 331766.270
IP7 IP6 IP7 23.56 - 63 43 10 -63.719 166.15 216 21 18 -22.875 5.640 3055651.772 331771.909
IP8 IP7 IP8 38.454 + 38 55 40 38.928 102.431 280 4 26.4 -8.278 37.552 3055643.494 331809.462
IP9 IP8 IP9 44.476 + 10 55 20 10.922 141.359 241 8 45.6 -34.739 27.773 3055608.755 331837.234
IP10 IP9 IP10 42.702 + 79 2 40 79.044 152.281 230 13 26.4 -37.801 19.862 3055570.953 331857.097
IP11 IP10 IP11 52.25 + 52 45 20 52.756 231.325 151 10 48 -32.651 -40.792 3055538.302 331816.305
IP12 IP11 IP12 78.386 + 72 13 0 72.217 284.081 98 25 26.4 19.071 -76.031 3055557.373 331740.274
IP13 IP12 IP13 50.45 - 41 22 40 -41.378 356.298 26 12 25.2 50.345 -3.257 3055607.718 331737.017
IP14 IP13 IP14 40.364 - 21 45 40 -21.761 314.92 67 35 6 28.502 -28.581 3055636.220 331708.435

79
 Tribhuwan University
Institute of Engineering
ADVANCED COLLEGE OF ENGINEERING AND MANAGEMENT

Leveling for L-section and X-section

Center
Left Line Right Reduced
Points BS IS FS HI
offset Chainag Offfset Level Remar
e ks
1 1.455 1271.27 1269.81 SBM
2 0+000 1.38 -1.38 IP0
3 5 1.475 -1.475
4 10 1.215 -1.215
5 11 1.279 -1.279
6 2.3 1.635 -1.635
7 3.5 2.97 -2.97
8 10 2.6 -2.6
9 15 2.711 -2.711
10 0+015 2.175 -2.175
11 7 1.195 -1.195
12 7.9 1.02 -1.02
13 8.8 0.455 -0.455
14 5 2.464 -2.464
15 10 2.63 -2.63
16 15 2.765 -2.765
17 0+018.204 1.71 -1.71
18 1.2 2.423 -2.423
19 5 2.559 -2.559
20 10 2.81 -2.81
21 1.1 1.323 -1.323
22 7.8 1.044 -1.044
23 9.1 0.543 -0.543
24 0+031.898 1.255 -1.255
25 4 1.175 -1.175
26 9 0.984 -0.984
27 1.4 0.415 -0.415
28 15 2.728 -2.728
29 10 2.625 -2.625
30 3.8 2.54 -2.54
31 3.1 1.771 -1.771
32 1.6 1.164 1.688 -0.524 -1.688
33 0+045.593 1.712 -1.712 EC1
34 5.48 1.589 -1.589
35 5.7 2.175 -2.175
36 6.9 2.252 -2.252

80
37 7.1 2.889 -2.889
38 10 3.085 -3.085
39 5 1.586 -1.586
40 9 1.379 -1.379
41 10 1.26 -1.26
42 11 1.121 -1.121
43 0+060.00 2.892 -2.892
44 5 3.096 -3.096
45 10 3.072 -3.072
46 15 3.072 -3.072
47 1.9 2.096 -2.096
48 3.92 2.954 -2.954
49 4 1.312 -1.312
50 10 1.3 -1.3
51 0+064.066 2.882 -2.882
52 5 3.032 -3.032
53 10 3.046 -3.046
54 15 3.097 -3.097
55 5 2.054 -2.054
56 8 1.324 -1.324
57 10 1.394 -1.394
58 0+075.192 2.872 -2.872 MC2
59 5 2.71 -2.71
60 10 2.242 -2.242
61 5 3.235 -3.235
62 6 3.262 -3.262
63 6.3 3.644 -3.644
64 7.6 3.666 -3.666
65 0+086.319 4.264 -4.264 EC2
66 1.87 4.325 -4.325
67 5 4.249 -4.249
68 10 3.009 -3.009
69 0+093.779 1.346 4.726 -3.38 -4.726
70 5 1.359 -1.359
71 5 1.474 -1.474
72 10 1.455 -1.455
73 14 1.523 -1.523
74 15 1.862 -1.862
75 0+106.583 3.463 -3.463
76 5 3.475 -3.475
77 10 3.505 -3.505
78 5 3.364 -3.364
79 10 3.46 -3.46
80 11 0.892 3.462 -2.57 -3.462
87 0+106.338 2.785 -2.785
82 5 0+119.388 2.876 -2.876

81
 83 10 3.46 -3.46
84 5 2.75 -2.75
85 10 2.53 -2.53
86 0+121.702 2.82 -2.82 BC4
87 5 2.854 -2.854
88 7 3.23 -3.23
89 5 2.74 -2.74
90 10 2.62 -2.62
91 0+134.705 3.655 -3.655
92 5 3.68 -3.68
93 7 3.65 -3.65
94 5 3.65 -3.65
95 7.5 3.34 -3.34
96 7.9 1.038 3.54 -2.502 -3.54
97 0+147.705 1.464 -1.464
98 3 1.456 -1.456
99 3.4 2.089 -2.089
100 4.3 2.921 -2.921
101 6.92 3.456 -3.456
102 3 1.485 -1.485
103 0+162.705 1.461 -1.461
104 5 1.435 -1.435
105 1.7 1.491 -1.491
106 2.1 1.863 -1.863
107 4.1 2.379 -2.379
108 4.5 2.805 -2.805
109 0+175.316 1.735 1.335 0.4 -1.335
110 3 2.427 -2.427
111 5 3.36 -3.36
112 5 1.31 -1.31
113 10 1.25 -1.25
114 0+188.158 2.133 -2.133 MC5
115 2 2.672 -2.672
116 5 4.2 -4.2
117 5 1.256 -1.256
118 10 1.02 -1.02
119 0+201 2.723 -2.723 EC2
120 5 2.322 -2.322
121 3 3.109 -3.109
122 5 4.141 -4.141
123 0+205.965 2.8 -2.8 BC6
124 5 3.161 -3.161
125 6 4.14 -4.14
126 11 4.27 -4.27
127 5 2.39 -2.39
128 10 3.075 -3.075

82
129 0+214.55 3.561 -3.561 MC6
130 5 4.595 -4.595
131 10 4.755 -4.755
132 0+222.475 0.456 3.652 -3.196 -3.652 IP6
133 4 1.494 -1.494
134 3 1.031 -1.031
135 10 1.436 -1.436
136 5 0.974 -0.974
137 5.4 1.543 -1.543
138 10 1.873 -1.873
139 0+227.506 2 -2
140 5 1.914 -1.914
141 10 1.998 -1.998
142 0.3 2.2 -2.2
143 0.6 1.85 -1.85
144 5.5 1.512 -1.512
145 6.5 1.36 -1.36
146 10 1.121 -1.121
147 0+235.826 0.995 -0.995
148 5 1.962 -1.962
149 8 2.265 -2.265
150 8 1.921 -1.921
151 8.4 1.52 -1.52
152 15 1.501 -1.501
153 0+244.187 2.272 -2.272 EC7
154 2.4 2.325 -2.325
155 2.7 1.93 -1.93
156 3.7 2.11 -2.11
157 3 2.205 -2.205
158 3.8 2.128 -2.128
159 5.6 1.875 2.97 -1.095 -2.97
160 0+262.717 1.941 -1.941
161 1.8 1.994 -1.994
162 2.2 1.313 -1.313
163 6 1.005 -1.005
164 2 1.565 1.883 -0.318 -1.883
165 0+272.908 1.569 -1.569 MC8
166 5 0.585 -0.585
167 15 1.8 -1.8
168 3 1.556 -1.556
169 3.4 0.932 -0.932
170 7.5 0.874 -0.874
171 7.7 0.523 -0.523
172 13.5 0.433 -0.433
173 0+283.099 1.522 -1.522 EC8
174 5 1.721 -1.721

83
175 10 1.704 -1.704
176 5 1.37 -1.37
177 9 1.234 -1.234
178 11.6 0.673 -0.673
179 15 0.56 -0.56
180 0+288.072 1.625 -1.625
181 7 1.782 -1.782
182 7.5 2.505 -2.505
183 9.5 2.545 -2.545
184 10 3.077 -3.077
185 14 3.333 -3.333
186 5 1.583 -1.583
187 10 1.583 -1.583
188 0+307.135 1.902 -1.902 MC9
189 5 1.6 -1.6
190 10 1.6 -1.6
191 15 1.6 -1.6
192 4 1.993 -1.993
193 15 1.499 2.062 -0.563 -2.062
194 0+326.198 2.011 -2.011 EC9
195 5 2.111 -2.111
196 10 2.111 -2.111
197 15 2.111 -2.111
198 1 1.645 -1.645
199 1.6 1.032 -1.032
200 4.6 0.798 -0.798
201 0+329.154 1.998 -1.998 BC10
202 0.6 1.032 -1.032
203 1 0.798 -0.798
204 3.6 1.032 -1.032
205 5 2.111 -2.111
206 10 2.111 -2.111
207 15 2.112 -2.112
208 0+346.399 1.444 -1.444 MC10
209 5 1.427 -1.427
210 10 1.427 -1.427
211 15 1.427 -1.427
212 2 1.456 -1.456
213 3.9 2.146 -2.146
214 10 2.193 -2.193
215 15 2.193 -2.193
216 0+363.649 1.502 -1.502 EC10
217 5 1.441 -1.441
218 10 1.441 -1.441
219 15 1.442 -1.442
220 0.5 2.059 -2.059

84
221 10 1.656 2.176 -0.52 -2.176
222 0+370.472 1.387 -1.387 BC11
223 3 1.411 -1.411
224 4 1.641 -1.641
225 10 1.651 -1.651
226 15 1.652 -1.652
227 1.5 1.226 -1.226
228 2.2 0.646 -0.646
229 3 0.576 -0.576
230 8.5 0.481 -0.481
231 9.5 0.95 -0.95
232 15 2.673 1.155 1.518 -1.155
233 0+393.491 2.65 -2.65 MC11
234 1.3 3.365 -3.365
235 3 3.115 -3.115
236 5 3.115 -3.115
237 6 3.315 -3.315
238 10 3.541 -3.541
239 2.3 1.24 -1.24
240 10 1.591 -1.591
241 15 1.96 -1.96
242 0+416.52 2.3 -2.3 EC11
243 5 2.62 -2.62
244 10 2.935 -2.935
245 14 3.261 -3.261
246 5 2 -2
247 10 1.72 -1.72
248 13 1.576 -1.576
249 15 2.425 -2.425
250 0+431.52 3.323 -3.323
251 5 2.445 -2.445
252 10 2.685 -2.685
253 15 2.981 -2.981
254 5 1.981 -1.981
255 10 1.764 -1.764
256 13.2 1.83 -1.83
257 15 1.964 2.755 -0.791 -2.755
258 0+448.975 2.99 -2.99 BC12
259 2.9 3.18 -3.18
260 4 3.618 -3.618
261 10 3.69 -3.69
262 15 3.725 -3.725
263 5 2.532 -2.532
264 10 2.241 -2.241
265 15 2.042 -2.042
266 0+467.882 2.38 -2.38 MC12

85
267 4 2.232 -2.232
268 8 2.206 -2.206
269 10 3.108 -3.108
270 15 2.605 -2.605
271 5 2.456 -2.456
272 6.3 2.528 -2.528
273 6.7 2.959 -2.959
274 10 3.135 -3.135
275 15 3.006 -3.006
276 0+486.788 1.006 2.975 -1.969 -2.975 EC12
277 4 0.42 -0.42
278 5 1.411 -1.411
279 10 1.193 -1.193
280 15 0.933 -0.933
281 0+496.473 1.754 -1.754 BC13
282 5 1.836 -1.836
283 10 2.003 -2.003
284 15 2.125 -2.125
285 5 1.53 -1.53
286 8 1.197 -1.197
287 10 1.486 -1.486
288 10.8 1.003 -1.003
289 11.8 0.835 -0.835
290 12.8 0.39 -0.39
291 15 0.36 -0.36
292 0+514.527 1.439 -1.439 MC13
293 5 1.457 -1.457
294 1 2.002 -2.002
295 2 2.255 -2.255
296 2.6 2.143 -2.143
297 5 2.244 -2.244
298 10 2.345 -2.345
299 15 2.236 2.335 -0.099 -2.335
300 0+532.581 1.452 -1.452
301 0.5 1.386 -1.386
302 1 1.706 -1.706
303 4 1.792 -1.792
304 5 1.708 -1.708
305 6.5 2.016 -2.016
306 7 2.7 -2.7
307 10 2.73 -2.73
308 15 2.739 -2.739
309 0+541.569 1.692 -1.692 BC14
310 0.5 1.519 -1.519
311 1 1.785 -1.785
312 4.5 1.798 -1.798

86
313 5 1.885 -1.885
314 6.7 1.865 -1.865
315 7.7 1.267 -1.267
316 0+554.063 2.02 -2.02 IP14

87
 Tribhuwan University
Institute of Engineering
ADVANCED COLLEGE OF ENGINEERING AND MANAGEMENT

Fly Leveling (RL Transfer)

B.S s1 F.S s2 Stadia Rema

Station Mean Mean Rise Fall Elevation Hz. Dist
T M B (T-B) T M B (T-B) Interval rks
0+IP15 2.222 2.07 1.92 2.07 0.302 1253.64
1 3.81 3.64 3.47 3.64 0.34 2.53 2.38 2.23 2.38 0.299 0.31 1253.33 0.601 60.1
2 3.965 3.775 3.585 3.775 0.38 1.05 0.88 0.7 0.876 0.348 2.764 1256.09 0.688 68.8
3 1.97 1.87 1.76 1.869 0.21 1.906 1258 0.59 59 PBM

BS-FS= 4.36
Sum(Rise)-Sum(Fall)= 4.36
Last RL-First RL= 4.36

88
 Tribhuvan University
Group No: 15
Institute of Engineering
Advanced college of Engineering and Management
Department of Civil Engineering
Survey Instruction Committee
Bridge Fly Levelling
BS S FS S Rise( Fall (- Corrected
Stn Mean Mean RL
T M B T-B T M B T-B +) ) RL
TBM 0.72 0.682 0.643 0.682 0.077 1294 1294
1.003 0.946 0.89 0.946 0.113 1.88 1.85 1.81 1.845 0.07 - 1.163 1292.84
1.192 1.146 1.101 1.146 0.091 1.57 1.52 1.46 1.516 0.112 - 0.57 1292.27 1292.268
A 1.601 1.583 1.564 1.583 0.037 1.47 1.43 1.38 1.426 0.087 - 0.28 1291.99 1291.989
0.982 0.886 0.79 0.886 0.192 0.74 0.72 0.7 0.72 0.044 0.863 - 1292.85 1292.852
D 1.707 1.609 1.511 1.609 0.196 1.66 1.56 1.46 1.555 0.2 - 0.669 1292.18 1292.184
F 1.062 0.943 0.824 0.943 0.238 0.9 0.8 0.7 0.8 0.198 0.809 - 1292.99 1292.994
1.374 1.275 1.176 1.275 0.198 1.64 1.52 1.4 1.523 0.238 - 0.58 1292.41 1292.416
1.55 1.47 1.39 1.47 0.16 1.89 1.79 1.69 1.79 0.2 - 0.515 1291.9 1291.902
1.973 1.931 1.889 1.931 0.084 1.16 1.08 1 1.083 0.158 0.387 - 1292.28 1292.29
1.87 1.837 1.805 1.837 0.065 1.09 1.05 1.01 1.048 0.087 0.883 - 1293.17 1293.174
TBM 1.451 1.04 1.01 0.98 1.011 0.062 0.826 - 1293.99 1294
1.456

89
 Tribhuvan University
Group No: 15
Institute of Engineering
Advanced college of Engineering and Management
Department of Civil Engineering
Survey Instruction Committee
Bridge Fly Levelling
BS S FS S
Stn Mean Mean Rise(+) Fall(-) RL
T M B T-B T M B T-B
C 1.775 1.732 1.69 1.732 0.085 1288.108
1.847 1.806 1.766 1.806 0.081 0.984 0.945 0.907 0.945 0.077 0.787 - 1288.895
1.784 1.754 1.725 1.754 0.059 0.797 0.756 0.726 0.76 0.071 1.046 - 1289.941
1.917 1.905 1.893 1.905 0.024 1.115 1.084 1.053 1.084 0.062 0.67 - 1290.611
1.734 1.718 1.703 1.718 0.031 0.66 0.644 0.628 0.644 0.032 1.261 - 1291.872
B 1.753 1.728 1.704 1.728 0.049 1.596 1.579 1.562 1.579 0.034 0.139 - 1292.011
1.944 1.905 1.866 1.905 0.078 0.754 0.731 0.709 0.731 0.045 0.997 - 1293.008
1.884 1.83 1.776 1.83 0.108 0.867 0.828 0.79 0.828 0.077 1.077 - 1294.085
1.323 1.313 1.303 1.313 0.02 1.255 1.203 1.152 1.203 0.103 0.627 - 1294.712
E 1.095 1.03 0.965 1.03 0.13 1.338 1.327 1.316 1.327 0.022 - 0.014 1294.698
1.195 1.149 1.104 1.149 0.091 1.713 1.643 1.573 1.643 0.14 - 0.613 1294.085
0.739 0.718 0.697 0.718 0.042 1.98 1.932 1.884 1.932 0.096 - 0.783 1293.302
1.897 1.884 1.871 1.884 0.026 1.976 1.954 1.933 1.954 0.043 - 1.236 1292.066
0.948 0.898 0.848 0.898 0.1 0.807 0.792 0.777 0.792 0.03 1.092 - 1293.158
0.723 0.696 0.669 0.696 0.054 1.74 1.69 1.641 1.69 0.099 - 0.792 1292.366
1.156 1.132 1.108 1.132 0.048 1.88 1.85 1.82 1.85 0.06 - 1.154 1291.212
1.865 1.842 1.82 1.842 0.045 - 0.71 1290.502

90
 Group No: 15 Tribhuvan University
Institute of Engineering
Advanced college of Engineering and Management
Department of Civil Engineering
Survey Instruction Committee
Reciprocal Levelling
Staff Reading
Inst at Sighted to T M B Mean Apparent diff Remarks
Very near to A A 1.238 1.228 1.218 1.228
B 1.472 1.226 0.98 1.226 0.002
Very near to B A 2.025 1.777 1.53 1.777
1.744 1.736 1.728 1.736 0.041
True difference= 0.0215

93
 Tribhuwan University
Institute of Engineering
ADVANCED COLLEGE OF ENGINEERING AND MANAGEMENT

Bridge Detail

HCR Independent Coordinates

Sig
Inst Signal Vrt Chain
hte Hz dist Remarks RL
stn ht dist age
d to
D M S Northing Easting

D F - 0 0 0 - - - 0+025 3055827.415 332147.115 1292.184

1.85 145 32 29 32.1 -6.92 RBL 3055800.056 332130.318 1284.913
2.1 142 10 9 33.31 -6.71 NFL(L) 3055798.051 332131.386 1284.867
2.15 155 42 10 27.23 -6.47 NFL® 3055807.09 332129.000 1285.057
2.1 129 42 33 37.7 -4.66 HFL(L) 3055791.127 332136.904 1286.919
2.15 165 39 20 25.01 -5.01 HFL® 3055811.902 332127.499 1286.517
2.1 127 29 16 38.53 -3.33 TREE 3055789.951 332138.124 1288.254
1.75 119 43 16 39.98 -1.86 GPL 3055787.631 332143.124 1290.071
2.1 118 26 28 43.71 -1.01 GPL 3055783.836 332143.725 1290.569
2.1 119 16 49 48.1 -1.04 GPL 3055779.524 332142.683 1290.535
2.1 118 48 38 50.87 -1.72 GPL 3055776.72 332142.842 1289.857
2.1 42 2 46 37.33 -6.87 LEFT BANK 3055815.846 332182.607 1284.706
1.95 164 6 9 23.79 -5.02 RIGHT BANK 3055812.156 332128.860 1286.714
1.9 176 9 35 21.56 -1.94 RIGHT BANK 3055817.349 332128.051 1289.840
1.9 180 50 15 21.06 -0.8 RIGHT BANK 3055819.133 332127.752 1290.979
1.9 185 59 47 21.62 -0.14 RIGHT BANK 3055820.736 332126.555 1291.644
1.9 189 29 32 22.31 -0.67 RIGHT BANK 3055821.829 332125.516 1291.111
1.9 203 47 51 24.64 -0.95 RIGHT BANK 3055827.331 332122.471 1290.828
1.9 205 9 58 25.06 -1.84 RIGHT BANK 3055827.928 332122.057 1289.936
1.9 207 59 0 26.06 -2.14 RIGHT BANK 3055829.229 332121.114 1289.638
1.65 207 56 20 27.14 -3.15 RIGHT BANK 3055829.283 332120.040 1288.880
1.65 210 37 9 29.92 -3.49 RIGHT BANK 3055830.867 332117.396 1288.535
1.65 212 52 49 28.9 4.25 GP 3055831.88 332118.562 1296.279
1.65 214 4 28 32.27 4.868 GP 3055833.064 332115.343 1296.897
1.65 220 12 57 33.77 5.454 GPR 3055836.849 332114.693 1297.483
1.65 219 5 31 34.87 6.326 GPR 3055836.497 332113.453 1298.355
2.15 109 22 8 22.64 -6.01 GPL 3055804.852 332148.940 1285.517
2 101 43 55 22.31 -6.22 RBL 0+050 3055805.612 332151.853 1285.456
1.95 106 5 6 25.9 -5.48 NFL(L) 3055801.759 332150.679 1286.254
1.95 105 24 34 30.99 -3.91 HFL(L) 3055796.776 332151.740 1287.817
1.95 101 15 54 35.04 -2.68 GPL 3055793.234 332154.835 1289.048
1.85 100 16 28 45.87 2.214 ROADL 3055782.85 332157.994 1294.043
1.85 100 19 58 47.87 2.922 ROADL 3055780.901 332158.419 1294.751
2.3 98 30 25 53.88 6.977 ABOVEROADL 3055775.495 332161.500 1298.356
2.15 95 56 37 20.36 -5.78 TREE 3055808.055 332153.424 1285.750
2.15 94 48 47 18.91 -5.44 NFL® 3055809.553 332153.328 1286.089
2.15 95 1 53 17.61 -4.57 HFL® 3055810.76 332152.837 1286.956

94
 Tribhuwan University
Institute of Engineering
ADVANCED COLLEGE OF ENGINEERING AND MANAGEMENT

Bridge Detail

HCR Independent Coordinates

Sig
Inst Signal Vrt Chain
hte Hz dist Remarks RL
stn ht dist age
d to
D M S Northing Easting

2.15 96 1 13 16.13 -3.23 GPR 3055812.076 332152.091 1288.299

2.15 96 37 32 13.16 -3.22 GPR 3055814.858 332151.042 1288.305
2.15 94 14 34 11.28 -1.64 GPR 3055816.794 332150.928 1289.889
2.15 97 9 3 8.04 -1.42 GPR 3055819.72 332149.445 1290.105
1.65 84 29 27 6.26 -0.18 GPR 3055821.966 332150.198 1291.846
1.65 324 12 18 4.384 0.156 GPR 3055831.203 332149.321 1292.185
1.65 311 36 36 5.702 1.045 GPR 3055832.849 332148.841 1293.074
1.65 299 2 37 8.693 1.156 GPR 3055836.074 332147.881 1293.185
1.65 299 29 30 10.3 2.748 GPR 3055837.662 332148.102 1294.777
1.65 294 28 18 14.43 2.038 GPR 3055841.843 332147.236 1294.067
1.6 288 45 42 16.71 5.074 GPR 3055844.056 332145.592 1297.153
1.75 285 54 42 23.48 6.529 GPR 3055850.662 332143.815 1298.458
1.75 284 15 57 23.5 6.56 TREER 3055850.577 332143.145 1298.489
2.1 56 37 45 29.39 -5.49 RBL 0+075 3055811.564 332171.866 1286.088
2.1 55 25 17 34.2 -4.81 NFL(L) 3055809.579 332176.301 1286.768
2.05 55 41 44 36 -3.66 HFL(L) 3055808.499 332177.739 1287.970
2 50 8 20 39.34 -3.13 TREEL 3055810.078 332182.432 1288.548
1.95 68 38 21 42.38 -3.22 TREEL 3055797.635 332177.264 1288.513
1.95 70 3 25 48.45 -1.42 TREEL 3055792.523 332180.734 1290.310
1.95 70 0 48 51.64 0.07 TREEL 3055790.252 332182.977 1291.799
2.15 69 20 55 27.58 -5.33 BASE 3055807.793 332166.495 1286.197
2.15 60 20 46 27.46 -5.24 TREE 3055811.137 332169.231 1286.294
2.15 57 45 10 26.15 -4.48 NFL® 3055812.883 332168.855 1287.053
2.15 56 53 45 25.63 -3.97 HFL® 3055813.491 332168.636 1287.564
2.15 51 43 20 22.58 -2.62 GPR 3055816.908 332167.102 1288.908
2.15 46 41 26 20.3 -2.44 GPR 3055819.582 332165.841 1289.087
2.15 45 33 43 19.96 -1.48 GPR 3055820.076 332165.678 1290.049
2.15 37 49 53 18.07 -1.44 GPR 3055823.093 332164.657 1290.089
1.9 35 5 10 17.29 -0.63 GPR 3055824.088 332164.080 1291.150
1.9 31 38 32 15.82 -0.5 GPR 3055825.309 332162.792 1291.275
1.9 29 45 30 15.33 0.008 GPR 3055825.875 332162.364 1291.787
1.8 341 58 28 12.05 0.485 GPR 3055835.479 332156.065 1292.364
1.95 349 19 40 28.05 1.414 GPR 3055843.368 332170.185 1293.143
1.8 348 16 54 28.23 1.922 GPR 3055843.89 332170.034 1293.801
1.8 342 14 36 28.51 1.981 GPR 3055846.399 332168.386 1293.860
1.75 339 2 4 27.23 3.386 GPR 3055846.655 332166.384 1295.315
2.15 328 35 12 30.62 4.109 GPR 3055852.621 332164.500 1295.638

95
 Tribhuwan University
Institute of Engineering
ADVANCED COLLEGE OF ENGINEERING AND MANAGEMENT

Bridge Detail

HCR Independent Coordinates

Sig
Inst Signal Vrt Chain
hte Hz dist Remarks RL
stn ht dist age
d to
D M S Northing Easting

1.75 328 30 7 32.88 5.328 GPR 3055854.51 332165.744 1297.257

1.75 323 50 30 30.36 5.127 GPR 3055853.748 332162.226 1297.056
F E - 0 0 0 - - - 0+100 3055843.801 332183.975 1292.994
2.8 311 18 37 90.14 -4.49 RBL 3055771.309 332237.549 1287.158
2.35 313 1 50 27.39 -4.21 NFL(L) 3055821.291 332199.588 1287.888
2.35 311 48 59 28.65 -3.18 HFL(L) 3055820.607 332200.801 1288.912
2.35 305 57 51 33.17 -0.35 GPL 3055819.082 332206.086 1291.744
2.35 303 32 48 34.15 0.044 TREE 3055819.328 332207.798 1292.138
2.35 295 16 30 31.42 -1.83 TREE 3055824.672 332208.906 1290.269
2.35 292 14 33 35.73 0.12 TREE 3055823.582 332213.431 1292.214
2.35 291 1 22 37.44 0.828 TREE 3055823.275 332215.287 1292.922
2.15 331 20 24 13.75 -3.54 NFL® 3055830.617 332187.864 1288.754
2.15 334 50 52 10.22 -1.97 HFL® 3055833.844 332186.260 1290.327
2.15 344 38 27 7.295 -0.6 GPR 3055836.517 332184.374 1291.690
2.15 344 32 10 5.587 -0.53 GPR 3055838.223 332184.291 1291.760
2.15 346 0 54 3.727 0.545 GPR 3055840.076 332184.089 1292.839
2.15 178 40 9 5.158 1.025 GPR 3055848.866 332184.950 1293.319
2.15 179 4 4 12.73 2.294 GPR 3055856.287 332186.468 1294.588
2.15 180 50 24 15.23 2.593 GPR 3055858.634 332187.417 1294.887
2.15 180 24 49 17.62 3.232 GPR 3055860.991 332187.829 1295.526
1.65 177 6 19 20.12 3.45 GPR 3055863.651 332187.236 1296.244
2.32 280 33 6 37.7 0.286 GPL 0+125 3055829.207 332218.733 1292.410
2.32 275 25 54 34.48 -2.42 HFL(L) 3055833.343 332216.832 1289.705
2.8 274 59 51 33.79 -2.84 NFL(L) 3055833.798 332216.245 1288.809
2.8 260 34 52 25.67 -4.18 RBL 3055842.545 332209.612 1287.467
2.8 269 41 24 24.21 -4.03 TREEL 3055838.803 332207.663 1287.610
2.15 246 36 54 19.43 -2.93 GPR 3055847.562 332203.038 1289.363
2.5 259 37 51 22.52 -3.85 NFL® 3055843.072 332206.479 1288.096
2.15 248 10 50 21.27 -3.63 HFL® 3055847.347 332204.951 1288.662
2.15 243 36 27 24.2 -2.77 GPR 3055849.724 332207.438 1289.526
2.15 237 13 47 19.53 -1.32 GPR 3055850.656 332202.263 1290.976
1.9 231 24 36 22.6 -0.23 GPR 3055853.836 332204.221 1292.318
1.9 237 3 14 23.06 1.212 GPR 3055851.96 332205.542 1293.756
1.75 202 26 44 25.69 2.575 GPR 3055864.932 332198.590 1295.269
2.15 194 23 43 25.4 3.739 GPR 3055866.511 332195.357 1296.033
2.15 183 23 34 22.84 4.336 TREER 3055865.801 332190.124 1296.630
2.8 252 59 12 41.03 -3.51 RBL 0+150 3055847.226 332224.860 1288.137

96
 Tribhuwan University
Institute of Engineering
ADVANCED COLLEGE OF ENGINEERING AND MANAGEMENT

Bridge Detail

HCR Independent Coordinates

Sig
Inst Signal Vrt Chain
hte Hz dist Remarks RL
stn ht dist age
d to
D M S Northing Easting

2.8 254 40 26 40.49 -3.14 NFL(L) 3055845.992 332224.403 1288.502

2.8 256 5 41 41.26 -1.9 HFL(L) 3055845.011 332225.218 1289.745
1.6 260 12 31 40.63 -2.37 GPL 3055842.076 332224.572 1290.477
2.15 246 44 50 41.27 -3.42 GPR 3055851.696 332224.483 1288.874
1.8 188 36 14 4.336 0.406 GP 3055847.853 332185.517 1293.050
1.8 132 11 53 3.44 0.403 GP 3055846.599 332181.973 1293.047
1.8 88 51 16 7.147 0.601 GP 3055845.174 332176.961 1293.245
1.8 71 41 18 15.92 0.314 GP 3055842.112 332168.143 1292.958
1.8 68 15 39 23.29 0.938 GP 3055839.95 332161.002 1293.582
1.32 180 7 24 12.89 1.413 GP 3055856.395 332186.732 1294.537
1.32 149 59 18 12.7 2.008 GP 3055855.893 332180.095 1295.132
1.32 142 47 59 11.7 1.975 GP 3055854.402 332179.037 1295.099
1.32 124 34 41 11.57 2.276 GP 3055852.234 332176.056 1295.400
1.32 126 6 5 14.29 2.257 GP 3055854.477 332174.471 1295.381
1.32 115 6 10 16.8 2.287 GP 3055853.988 332170.615 1295.411
1.32 108 13 21 13.72 2.311 GP 3055850.753 332172.147 1295.435
1.32 93 12 47 15.69 2.178 GP 3055847.978 332168.847 1295.302
1.32 105 32 23 17.66 2.244 GP 3055852.026 332168.351 1295.368
1.32 89 29 38 17.9 2.197 GP 3055847.436 332166.450 1295.321
1.32 81 51 19 22.12 2.131 GP 3055845.374 332161.912 1295.255
1.32 75 54 11 27.45 1.957 GP 3055842.904 332156.539 1295.081
1.32 78 41 38 29.11 1.996 GP 3055844.267 332154.869 1295.120
1.32 71 47 5 32.17 1.732 GP 3055840.443 332151.985 1294.856
1.32 76 10 12 33.34 1.794 GP 3055842.866 332150.651 1294.918
1.32 76 49 46 37.69 3.188 GP 3055843.178 332146.288 1296.312
1.32 77 41 33 37.09 3.37 GP 3055843.747 332146.887 1296.494
1.32 80 42 25 35.22 3.999 GP 3055845.601 332148.806 1297.123
1.32 81 26 27 34.87 4.481 GP 3055846.029 332149.178 1297.605
1.17 87 16 24 38.01 4.975 GP 3055850.073 332146.483 1298.249
1.17 90 53 10 30.38 5.041 GP 3055850.692 332154.385 1298.315
1.17 97 43 10 33.5 5.51 GP 3055855.227 332152.486 1298.784
1.17 98 54 8 31.24 5.163 GP 3055855.061 332154.834 1298.437
1.17 94 42 57 27.27 4.87 GP 3055851.746 332157.888 1298.144
1.17 94 5 17 26.84 4.17 GP 3055851.339 332158.217 1297.444
1.6 31 27 37 12.57 -0.78 GP 3055834.713 332175.295 1292.069
1.73 44 15 51 8.193 0.194 GP 3055839.277 332177.144 1292.908
2 32 56 33 16.13 -1.11 GP 3055832.426 332172.534 1291.335

97
 Tribhuwan University
Institute of Engineering
ADVANCED COLLEGE OF ENGINEERING AND MANAGEMENT

Bridge Detail

HCR Independent Coordinates

Sig
Inst Signal Vrt Chain
hte Hz dist Remarks RL
stn ht dist age
d to
D M S Northing Easting

1.701 64 25 39 14.42 -0 GP 3055840.473 332169.949 1292.742

2 31 52 53 21.75 -1.02 GP 3055828.184 332168.838 1291.422
1.701 62 53 2 19.94 -0.06 GP 3055838.677 332164.708 1292.680
2 41 22 19 25.65 -0.58 GP 3055828.576 332163.327 1291.860
1.801 58 17 45 24.4 -0.23 GP 3055835.663 332160.969 1292.415
1.702 57 33 29 29.74 -0.5 GP 3055833.525 332156.072 1292.238
1.702 56 55 16 36.75 -0.6 GP 3055830.719 332149.637 1292.146
1.708 60 14 8 45.18 -0.58 GP 3055830.183 332140.892 1292.158
1.901 61 50 9 57.73 -0.03 GP 3055827.946 332128.466 1292.514
1.903 59 35 40 64.39 0.096 GP 3055823.71 332122.802 1292.637
1.91 240 25 24 34.1 -2.51 GP 3055853.972 332216.524 1290.021
1.91 233 51 15 34.75 -1.01 GP 3055857.891 332215.738 1291.524
1.91 227 48 40 36.6 -0.74LANDSLIDE SLOPE 3055862.081 332215.682 1291.792
1.91 231 22 42 41.18 -0.21LANDSLIDE SLOPE 3055862.108 332220.857 1292.327
1.85 308 16 17 7.985 -0.89 GP 3055837.64 332189.054 1291.705
1.85 305 6 3 6.543 -0.92 GP 3055838.99 332188.410 1291.678
1.85 286 57 52 7.054 -1.41 GP 3055840.361 332190.133 1291.187
1.85 351 3 29 6.635 -0.84 GP 3055837.177 332183.595 1291.759
1.85 348 6 29 7.759 -0.89 GP 3055836.042 332183.930 1291.702
1.85 3 41 25 7.783 -0.89 GP 3055836.316 332181.841 1291.704
1.82 1 51 40 8.399 -0.88 GP 3055835.654 332181.931 1291.746
DOWNSTREAM
B A 1.95 0 0 0 - - - 0+000 3055770.38 332127.662 1292.011
1.95 0 0 0 41.68 -2.8 GP 3055811.43 332134.897 1288.581
1.95 0 0 0 45.1 -0.12 GP 3055814.799 332135.491 1291.258
1.95 0 0 0 41.15 -4.29 GP 3055810.908 332134.805 1287.089
1.95 0 0 0 44.24 -0.02 GP 3055813.948 332135.341 1291.363
1.95 0 0 0 38.08 -6.86 HFL® 3055807.881 332134.272 1284.522
1.95 0 0 0 51.74 1.515 GP 3055821.335 332136.643 1292.896
1.95 0 0 0 36.16 -7.38 GP 3055805.988 332133.938 1284.001
1.95 0 0 0 55.62 2.171 GP 3055825.16 332137.317 1293.552
1.95 0 0 0 32.33 -7.62 GP 3055802.217 332133.274 1283.764
1.95 0 0 0 59.56 4.668 GP 3055829.031 332138.000 1296.049
1.95 0 0 0 22.84 -7.24 RBL 3055792.875 332131.627 1284.144
1.95 0 0 0 12.43 -6.77 NFL® 3055782.62 332129.820 1284.611
1.95 0 0 0 36.67 -7.23 NFL(L) 3055806.498 332134.028 1284.156
1.95 0 0 0 61.77 5.201 GP 3055831.212 332138.384 1296.582

98
 Tribhuwan University
Institute of Engineering
ADVANCED COLLEGE OF ENGINEERING AND MANAGEMENT

Bridge Detail

HCR Independent Coordinates

Sig
Inst Signal Vrt Chain
hte Hz dist Remarks RL
stn ht dist age
d to
D M S Northing Easting

1.95 0 0 0 65.97 8.78 GP 3055835.344 332139.112 1300.161

1.95 0 0 0 9.973 -6.36 GP 3055780.202 332129.394 1285.019
1.95 0 0 0 8.901 -5.3 GPL 0+025 3055779.146 332129.207 1286.083
1.95 356 41 5 70.76 8.932 GP 3055840.657 332135.894 1300.313
1.95 355 59 42 70.79 8.348 TREE 3055840.78 332135.050 1299.729
1.95 354 4 7 74.72 9.901 SLOPE 3055844.911 332132.958 1301.282
1.95 350 30 1 80.34 11.12 SLOPE 3055850.719 332128.358 1302.497
1.95 323 41 37 18.12 -6.17 GP 3055786.627 332119.629 1285.211
1.95 353 9 13 81.96 13.73 TREE 3055852.214 332132.165 1305.109
1.95 313 28 28 5.245 -5.25 LEFTBANK 3055774.595 332124.540 1286.136
1.95 321 26 22 28.94 -8.03 GP 3055795.799 332113.824 1283.355
1.95 351 4 31 70.01 -4.49 GP 3055840.378 332128.971 1286.888
1.95 309 58 33 22.89 -5.76 TREE 3055787.91 332112.938 1285.623
1.95 349 55 28 64.41 4.712 GP 3055834.785 332127.573 1296.093
1.95 290 50 24 19.9 -4.47 GP 3055780.581 332110.576 1286.907
1.95 348 57 48 61.95 2.11 TREE 3055832.32 332126.537 1293.491
1.95 335 17 47 63.27 0.828 TREE 3055831.58 332111.598 1292.209
1.95 338 41 9 75.22 3.252 SLOPE 3055844.141 332112.899 1294.633
1.95 336 28 30 80.77 4.716 GP 3055848.913 332108.766 1296.097
1.95 330 0 27 81.05 1.848 GP 3055846.542 332099.947 1293.229
1.95 327 2 31 53.25 -8.3 NFL® 3055819.412 332106.888 1283.077
1.95 324 27 28 76.33 -2.36 GP 3055839.243 332094.748 1289.025
1.95 320 53 35 42.34 -8.41 RBL 3055807.375 332107.062 1282.972
1.95 307 28 24 33.11 -8.27 NFL(L) 3055794.78 332105.280 1283.114
1.95 326 51 76 67.36 -0.62 GP 3055832.321 332101.200 1290.761
1.95 325 29 44 68.07 -1.5 GP 3055832.313 332099.427 1289.878
1.95 321 35 28 68.43 -3.23 GP 3055830.563 332095.104 1288.153
1.95 285 44 39 28.79 -4.14 GP 3055782.883 332101.730 1287.239
1.95 319 24 33 66.34 -4.86 GP 3055827.487 332093.897 1286.517
1.95 295 29 36 32.22 -5.61 HFL(L) 3055789.088 332101.425 1285.773
1.95 316 6 33 70.55 -5.17 GP 3055828.938 332088.321 1286.210
1.95 295 27 4 38.77 -6.16 GP 3055792.867 332096.076 1285.217
1.95 314 44 10 69.2 -7.21 HFL® 3055826.877 332087.708 1284.173
1.95 323 19 46 78.46 2.387 RBL 3055840.485 332092.442 1293.768
1.95 308 5 31 68.61 -8.57 GP 3055821.437 332081.832 1282.814
1.95 324 48 14 88.05 3.355 HUT 3055850.05 332090.172 1294.736
1.95 308 40 0 71.12 -7.87 GP 3055823.779 332080.688 1283.507

99
 Tribhuwan University
Institute of Engineering
ADVANCED COLLEGE OF ENGINEERING AND MANAGEMENT

Bridge Detail

HCR Independent Coordinates

Sig
Inst Signal Vrt Chain
hte Hz dist Remarks RL
stn ht dist age
d to
D M S Northing Easting

1.95 325 34 5 92.09 5.549 HUT 3055854.217 332089.568 1296.930

1.95 308 4 41 72.74 -7.15 GP 3055824.5 332079.059 1284.236
1.95 325 49 46 94.92 -7.33 TERRAIN 3055856.974 332088.792 1284.047
1.95 307 3 46 74.52 -5.84 GP 3055824.929 332076.899 1285.539
1.95 324 46 32 87.75 3.352 HUT 3055849.758 332090.262 1294.733
1.95 307 3 46 74.53 -5.83 GP 3055824.936 332076.892 1285.550
1.95 324 49 47 87.35 2.661 GP 3055849.437 332090.504 1294.042
1.95 307 3 16 76.52 -4.95 GP 3055826.387 332075.527 1286.431
1.95 319 12 44 77.12 -1.67 HUT 3055836.628 332088.184 1289.716
1.95 306 31 51 77.8 -4.2 GP 3055826.836 332074.137 1287.184
1.95 319 58 47 78.89 -1 HUT 3055838.684 332088.188 1290.377
1.95 307 2 39 78.9 -3.52 GP 3055828.12 332073.894 1287.866
1.95 317 31 19 82.56 -1.24 HUT 3055840.025 332083.324 1290.137
1.95 311 28 26 82.37 -1.25 HUT 3055834.813 332076.355 1290.131
1.95 306 56 51 82.33 -1.5 HUT 3055830.534 332071.457 1289.884
1.95 296 22 18 62.4 -9.56 RBL 3055807.382 332077.415 1281.820
1.95 299 16 27 69.55 -8.79 NFL® 3055814.405 332073.817 1282.594
1.95 300 9 20 74.23 -6.81 HFL® 3055818.244 332070.926 1284.573
1.95 295 22 20 70.39 -9.5 GP 3055811.126 332070.260 1281.881
1.95 355 22 20 70.39 -9.5 GP 3055840.465 332134.248 1281.881
1.95 355 6 0 75.56 -6.5 GP 3055845.645 332134.374 1284.877
1.95 296 20 23 72.8 -8.61 HUT 0+050 3055813.516 332069.017 1282.767
1.95 301 58 6 76.92 -5.54 GP 3055821.814 332070.468 1285.841
1.95 297 16 18 75.53 -7.83 TERRAIN 3055816.115 332067.557 1283.554
1.95 303 12 3 58.57 -4.69 TERRAIN 3055810.472 332084.964 1286.692
1.95 298 0 59 76.93 -7.23 TERRAIN 3055817.754 332067.054 1284.148
1.95 303 58 21 79.84 -7.71 TERRAIN 3055825.807 332070.203 1283.675
1.95 299 14 0 79.48 -6.47 TERRAIN 3055820.647 332066.093 1284.908
1.95 339 16 0 82.28 -4.09 TERRAIN 3055851.216 332112.334 1287.292
1.95 293 59 58 71.8 -9.67 RIVER LEVEL 3055810.525 332068.135 1281.711
1.95 295 17 37 74.33 -8.71 TERRAIN 3055813.322 332066.989 1282.675
1.95 301 23 5 85.66 -3.12 TERRAIN 3055827.003 332063.392 1288.266
1.95 296 35 45 77.02 -7.69 TERRAIN 3055816.295 332065.820 1283.696
1.95 297 31 44 78.7 -6.52 TERRAIN 3055818.319 332065.243 1284.863
1.95 298 24 2 82.08 -5.56 TERRAIN 3055821.357 332063.338 1285.822
C B 1.9 0 0 0 - - - 3055756.812 332094.756 1288.108
1.9 8 21 9 37.28 6.247 GP 0+000 3055765.865 332130.917 1293.795

100
 Tribhuwan University
Institute of Engineering
ADVANCED COLLEGE OF ENGINEERING AND MANAGEMENT

Bridge Detail

HCR Independent Coordinates

Sig
Inst Signal Vrt Chain
hte Hz dist Remarks RL
stn ht dist age
d to
D M S Northing Easting

1.9 13 29 15 39.62 7.952 GP 3055762.955 332133.893 1295.500

1.9 17 16 51 38.55 8.597 TREE 3055760.257 332133.155 1296.145
1.9 19 15 4 35.7 8.232 GP 3055758.777 332130.398 1295.780
1.9 24 32 43 36.76 9.254 GP 3055755.441 332131.486 1296.802
1.9 34 20 2 34.34 10.3 GP 0+025 3055749.715 332128.357 1297.844
1.9 29 49 9 23.26 4.934 GP 3055753.812 332117.822 1292.482
1.9 41 26 9 19.68 4.878 GP 3055750.397 332113.358 1292.426
1.9 51 25 40 18.61 5.581 GP 3055747.784 332111.029 1293.129
1.9 56 13 10 16.92 4.178 GP 3055747.397 332108.814 1291.726
1.9 48 9 40 14.23 2.132 GP 3055750.628 332107.574 1289.680
1.9 69 44 4 12.22 1.791 TREE 0+050 3055747.829 332103.037 1289.339
1.9 92 5 13 19.01 2.201 GP 3055738.984 332101.358 1289.749
1.9 91 2 36 24.23 3.76 TREE 3055734.246 332103.583 1291.308
1.9 206 19 53 42.72 5.847 GP 0+075 3055759.736 332052.137 1293.395
1.9 207 7 2 43.18 -4.88 NFL® 3055760.358 332051.725 1282.667
1.9 209 46 59 45.81 -3.83 TERRAIN 3055762.693 332049.326 1283.717
1.9 211 34 37 48.85 -3.03 TERRAIN 3055764.596 332046.535 1284.516
1.9 187 33 45 28.97 -6.71 CHAINAGE 3055749.389 332066.750 1280.842
1.9 212 20 22 49.91 -2.44 HFL® 3055765.421 332045.594 1285.110
1.9 182 52 46 27.17 6.306 CHAINAGE 3055747.732 332069.152 1293.854
1.9 174 14 15 25.28 -6.1 GP 3055744.88 332072.475 1281.449
1.9 213 10 44 52.21 -1.65 TERRAIN 3055766.569 332043.470 1285.895
1.9 171 49 24 25.2 -5.35 GP 3055743.989 332073.060 1282.199
1.9 159 57 50 23.79 -4.11 TREE 3055740.758 332077.201 1283.436
1.9 214 32 51 55.28 -0.43 TERRAIN 3055768.439 332040.708 1287.121
1.9 154 9 20 22.04 -4.11 HFL(L) 3055740.367 332080.079 1283.439
1.9 216 8 30 57.84 0.682 TERRAIN 3055770.544 332038.573 1288.230
1.9 202 47 27 37.72 -6.2 RBL 3055757.065 332057.036 1281.352
1.9 216 53 42 59.03 1.387 TERRAIN 3055771.581 332037.599 1288.935
1.9 195 29 56 31.97 6.401 CHAINAGE 3055752.967 332063.019 1293.949
1.9 217 9 17 60.19 2.244 GP 3055772.135 332036.546 1289.792
1.9 217 16 57 65.5 4.281 TERRAIN 3055773.627 332031.453 1291.829
1.9 217 44 52 70.36 4.554 GP 3055775.425 332026.907 1292.102
1.9 211 7 29 74.66 4.663 GP 3055768.128 332020.956 1292.211
1.9 221 57 36 66.97 4.935 GP 3055779.226 332031.645 1292.483
1.9 232 36 41 62.54 5.212 GP 3055788.272 332040.711 1292.760
1.9 228 2 25 88.5 15.8 ROADL 3055795.099 332014.963 1303.349

101