Maharashtra State Board of Technical Education, Mumbai

TEACHING PLAN (TP) K-1

Academic Year: 2023-24
Date: / / 2024
Institute Name &Code. ACS'S. Diploma In Engineering &
Technology, Ashti

Programme and Code: Civil Engineering Class: SY-CE

Course Name: ADVANCED SURVEYING Course Code : 313359
Semester: IIIRD Scheme: ‘K’ Allocated Hrs: 45 Name of Faculty: MR.PARDESHI.A.D
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 Course Objectives:
The technology has brought the significant advancements in field of surveying. This will help civil engineers for
accurate measurements of physical features of various construction projects and land with utmost accuracy, speed
and easy operation of these surveying equipment’s. The data obtained by various advanced surveying equipment’s
includes information of topography, grading, elevation, distances etc. Such data obtained helps civil engineers for
future project planning and effective execution. The advanced surveying also helps in identifying potential risks
associated with construction projects. This course will help students to acquire skills associated with surveying of
Land and buildings.

 Course Outcomes (COs): Theory& Practical

By learning course Building Planning And Drawing With Cad Second Year students will be able to:
CO1- Use the Tacheometer to obtain relevant details of the terrain in given situation.
CO2 - Set out a Simple Circular curve to finalize the alignment of the given element.
CO3 - Prepare layout plans using relevant surveying instruments.
CO4 - Locate the co-ordinates of a given stations using the relevant technology.
CO5 - Interpret the images of given terrain using Photogrammetry Techniques.

Course Objectives Title/Topic Details Plan (From- Actual

Chapter Teaching
To &No.of Execution Remark
No. Method/
Lectures) (From-To Media
(Alloted & No. of
Hrs.) Lectures)
01 TLO 1.1 Explain the Unit - I Tacheometric Surveying
(10). principles of
Tacheometric 1.1 Principle of tacheometry, Use of
surveying. Tacheometry
TLO 1.2 Use the
tacheometer to determine
1.2 Tacheometer and its component parts,
Reduced level, horizontal Analytic lens,
and vertical distance in Tacheometric formula for horizontal
the distance with
given situation. telescope horizontal and staff vertical.
TLO 1.3 Select the 1.3 Methods of Tacheometry: Stadia and
relevant fixed hair
method of Tacheometric method
surveying in the given 1.4 Field method for determining constants
situation.
of
TLO 1.4 Calculate
constants tacheometer
of a Tacheometer from the 1.5 Limitations of tacheometry.
given data.
TLO 1.5 Specify the
Limitations of
tacheometry
with examples.
2 TLO 2.1 Classify the Unit - II Curves setting
curves 2.1 Curve: Definition, Necessity of Curves,
(08). used in surveying to fix the
alignment.
Types of
TLO 2.2 Draw the labeled curves used in roads and railway
diagram of simple circular alignments.
curve. 2.2 Elements of simple circular curve,
TLO 2.3 Derive the Designation of the
relationship between
Radius
curve by Radius and Degree of curve.
and Degree of curve 2.3 Radius and Degree of curve.
TLO 2.4 Set a simple 2.4 Setting out a simple circular curve by
circular curve using the offsets from
relevant method of curve long chord and Rankine’s
setting in the given
situation.

3 TLO 3.1 Use the EDM Unit - III Advanced Surveying

(10) to Equipment’s
measure the distance 3.1 Electronic Distance Meter (EDM):
between two given Principle of
stations. Electronic Distance Meter (EDM),
TLO 3.2 Use component parts and
Electronic
their Functions, use of EDM.
Digital Theodolite to
3.2 Electronic Digital Theodolite:
measure the required
angle. Construction and
TLO 3.3 Explain the Features of Electronic Digital Theodolite,
procedure to measure procedure of
the angle measurement.
angle between the 3.3 Total Station: Introduction, component
given lines parts with
using Total Station their functions, and Applications of Total
instrument. Station,
TLO 3.4 Undertake the Temporary adjustments, sources of errors
site in Total
layout operation for Station, Measurements of Horizontal
the
angles, vertical
given building
angles, distances and coordinates using
structure
using Total Station Total Station.
instrument. Traversing, Profile Survey and Contouring
with Total
Station.
3.4 Building Site layout using Total
Station: Procedure.
4. TLO 4.1 Propose the .Unit - IV Remote sensing, GPS and GIS
relevant system of remote 4.1 Remote Sensing : Definition, Electro-
(9) sensing to be used for the Magnetic
given situation.
TLO 4.2 Describe the Energy, Active and Passive system,
procedure to find out the Applications of
coordinates of the given remote sensing in Mining, land use / Land
station using GPS. cover,
TLO 4.3 Use the GIS mapping, disaster management and
technology to solve the Environment.
given
civil engineering problem.
4.2 Global Positioning System: Introduction,
Construction and use of Global Positioning
System
(G.P.S.)
4.3 Geographic Information System (GIS):
Overview,
Component, Sources of errors, applications,
Software's in
GIS.

5 TLO 5.1 Suggest the Unit - V Aerial Surveying and Photogrammetry

5 relevant 5.1 Aerial surveying: Definition, principle, uses,
(8) method of aerial methods
surveying 5.2 DGCA Classification of Drones, Silent features
for the given situation. of
TLO 5.2 Classify the Drone Rules, 2021 as per DGCA.
type of 5.3 Definition of photogrammetry Basic Principles
drones as per DGCA of
TLO 5.3 Explain the Photogrammetry. Types of Photogrammetry:
Terrestrial
principles of
and Aerial Photogrammetry
photogrammetry
5.4 Types of Photographs, Terminology in aerial
TLO 5.4 Explain the
surveying.
type of
5.5 Merits and Demerits of Photogrammetry
Photogrammetry.
surveying
TLO 5.5 Specify the 5.6 Applications of Photogrammetry in civil
Merits engineering.
and Demerits of
Photogrammetry
surveying.
TLO 5.6 Use the
photogrammetry
techniques
to solve civil
engineering
problems.

MR.PARDESHI A.D MR.PARDESHI A.D

(Name & signature of HOD) (Name signature of staff)