Philippine Plane Coordinate System (PPCS): Point of Origin is _____?

Philippine Plane Coordinate System (PPCS): Projection is ______?

Philippine Plane Coordinate System (PPCS): Spheroid is ______?

The description of Triangulation Station Balanacan (PPCS-PTM/PRS92): Geoid-Spheroid separation is _____?

Philippine Plane Coordinate System (PPCS): Scale factor at the Central Meridian is ______?

PRS92 Provinces Codes: Metro Manila

Transformation Formula from WGS84 to PRS92 Datum: 67.24478 meters = ______?

Transformation Formula from WGS84 to PRS92 Datum: 47.04305 meters = _______?

PPCS-PTM Zone Assignment of Provinces: Albay

The description of Triangulation Station Balanacan (PPCS-PTM/PRS92): Latitude is _____?

PRS92 Provinces Codes: North Cotabato

PPCS-PTM Zone Assignment of Provinces: Tawi-tawi

The description of Triangulation Station Balanacan (PPCS-PTM/PRS92): Longitude is _____?

PPCS-PTM Zone Assignment of Provinces: Metro Manila

Accuracy of location and distances for preparation of a map should have a confidence level of _____.

________ refers to that part of the shore which is alternately covered and uncovered by the ebb of the flow of the equinoctial tide.

Clarity, order, balance, contrast, unity, harmony are elements of _____.

The interpolation method of locating contours in the field is preferable when the ____.

The direct method of locating contours in the field is preferable when the ____.

The feature of a map that relates a distance on the map to a distance on Earth's surfaces is called the _____.

In reciprocal leveling the error which is not completely eliminated is due to ___.

In route surveys, the most suitable method of contouring is _____.

The clockwise angle which a line makes with any reference-line, is called the ____.

The process of determining direction on a map relative to the earth’s surface is generally called ____.

____ is defined as the length of steps walking which is measured from heel to heel or from toe to toe.

In the world of Geographic Information System (GIS), another term for the property of connectivity is ___.

Which one of the following geometric errors of satellite sensors is random?

_____ can be best defined according to its function i.e., as areas for recreation; preservation/conservation, ecology and as tools to enhance and control urban growth.

The angle between the prolongation of the preceding line and the forward line of a traverse is called ____.

____ are used for relief maps.

With the rise of temperature, the sensitivity of bubble tube ____.

In 1:10000 scale with plotting dimension 0.2 millimeters, the least. Dimension of the object that may be plotted is ____.

The projection created using a cylinder tangent at the equator is _____.

Chain surveying is well adopted for ______.

The correction for reduced length on the mean sea level is proportional to ____.

The time when the sun crosses the celestial equator is called _____.

If e and f are the eccentricity and the flattening of the spheroid, then:

The angular space that can be seen through the telescope is ____.

The distance on the ground between Mabolo and Mandaue is 8 km. If the corresponding distance between Mabolo and Mandaue on the map is 16 cm, what is the scale of the map?

1. At any time during GPS observation. What is the minimum number of satellites needed to be observed simultaneously?

It refers to the effect of the proportions of a triangle on the accuracy of the length computations and its criterion to identify the best possible route.

It is one of the lines in a triangulation system whose length is precisely measured and may be located at regular intervals or at the end of the triangulation system.

What is the central meridian for Zone V of the Philippine Plane Coordinate System?

______ is considered the purpose of photo-interpretation.

The rod person must hold the level rod _______ when it is being read.

_______ is leveling of a higher precision and is done through higher precision instruments and high error control.

_______ an instrument for determining the horizontal direction of a line with reference to the direction of the magnetic needle.

This test is done to make the plate bubbles central to their run when the vertical axis of the theodolite is truly vertical.

This test is done to make the vertical circle indicate zero when the line of sight is perpendicular to the vertical axis.

Philippine Plane Coordinate System (PPCS), also known as the Philippine Transverse Mercator (PTM) Grid, was adopted as the reference system in the Philippines pursuant to Lands Circular No. 64, dated ___________.

Electronic Total Station (ETS) equipment shall be checked for prism off-center constant which is either zero or +/- 30 millimeters

 It indirectly measure the distances of primary control lines that cannot be directly measured.

The central meridian of the zone which shall be determined in the ______ , shall be the base meridian to which all azimuths of lines of the project shall be referred.

It refers to the establishment of main and subsidiary controls over the entire area subject of the cadastral project.

The survey of cadastral project shall be considered as in progress from the issuance of Survey Order or _________ by the Regional Executive Director until the final approval of the survey returns by the Regional Technical Director for Lands.

Survey Order shall be issued by the RED who has jurisdiction over the area, upon recommendation of the ________ headed by the Regional Technical Director (RTD) for Lands.

prevent the duplication of number considering that a particular cadastral number shall pertain to a particular municipality/city in the country.

1. Within sixty _____ from the date of such order, geodetic engineers shall 

submit to the cadastral survey project chief a list of his surveys in progress 

within the project.

The field notes, computations and sketches or plans of isolated surveys within a cadastral project shall be submitted to the concerned LMS for verification through the chief of the cadastral project within _____ from the date of inauguration of the project.

The position of triangulation stations shall be selected so that no angle may be ______________.

A partial testing over one of the established calibration base should be carried out before its use in any project, if the ETS instrument has not been used for around _______.

It refers to the determination of individual lot boundaries and their corresponding area primarily for the purpose of acquiring title thereto.

It refers to the establishment of political boundary monuments defining the boundary lines of the entire city/municipality and their component barangays.

In the absence of 2nd and 3rd Order geodetic control stations within the distance of _______ from the project boundary, connection of primary precision shall be made to any other point of reference certified by LMB.

The main purpose of land surveying is to…

The sum of included angles of closed traverse ABCDEFGA is…

The bearing which is indicated by freely suspending a magnetic needle and unaffected by local attractive forces is called _______.

Pacing is the method adopted to determine the distance in ________.

The simplest instrument used to measure the angle of surface slope in chain survey.

The angle between the back and forward tangent is called ________

Intermediate points on main chain lines to obtain across to the interior details are known as ________a

Permissible errors in surface, under ground, precise and trigonometric leveling respectively

Most precise and modern EDM instrument is called ______.

The forward bearing of a line is 240˚. The backward bearing of the line is ____.

The distance measured parallel to the line perpendicular to the meridian is called _______.

 Select the correct statement from the following :

In geodetic surveys higher accuracy is achieved, if

During levelling if back sight is more than foresight

The surface of zero elevation around the earth, which is slightly irregular and curved, is known as

The bearing of line AB is 152° 30' and angle ABC measured clockwise is 124° 28'. The bearing of BC is

A transit is oriented by setting its vernier A to read the back azimuth of the preceding line. A back sight on the preceding transit station taken and transit is rotated about its vertical axis. The vernier A reads

Correction per chain length of 100 links along a slope of α radians, is

Bergchrund is a topograhical feature in

Profile levelling is usually done for determining

For indirect ranging, number of ranging rods required, is

1. The operation of resection involves the following steps

1. I. rough orientation of the plane table

2. II. the three lines form a triangle of error

3. III. drawing lines back through the three control points

4. IV. select a point in the triangle of error such that each ray is equally rotated either clockwise or anti clockwise

5. V. the points obtained by three rays is the correct location.

During secular variation of magnetic meridian at different places

If the whole circle bearing of a line is 180°, its reduced bearing is

The smaller horizontal angle between the true meridian and a survey line, is knowna

For locating a distant object visible from two transit stations, the method usually preferred to, is

Number of subdivisions per metre length of a levelling staff is

The first reading from a level station is

The whole circle bearing of a line is 290°. Its reduced bearing is

1. The horizontal angle which the magnetic meridian makes the true meridian 

Horizontal axis must be right angles to ____.

The primary object of tacheometric survey is the preparation of ____ plans

In a metric chain each link is equal to ________.

Name of surveying method based on trigonometry.

The surface which is parallel to mean surface of earth called _______.