8

Question 1

…

Question 2

A - Observed horizontal angle

Question 3

In afternoon observation

Answer 3

when the mark observed is on the

Question 4

Northeast and on the right side of the sun

Answer 4

the true azimuth of the line

Question 5

(station occupied to mark) is

Question 6

Astronomical latitude

Question 7

It is the angle formed by the plumb line and the plane of the

Question 8

equator in astronomical observation

Question 9

As separate lot

Question 10

When the applicant of the property undergoing survey does

Question 11

not accept the corner of the previous survey untitled as common to his

Question 12

property

Answer 12

the boundary lines as pointed to by him be monumented and

Question 13

surveyed and the conflict area shall be indicated on the plan

Question 14

Corrected

Question 15

In mineral survey

Answer 15

the topography of the previously approved

Question 16

and the new survey should conform at common boundary. In case they

Question 17

differ and error is in the latter

Answer 17

the survey shall

Question 18

20 - 25 stations

Question 19

when primary control consists of one traverse circuit along

Question 20

the perimeter of the project

Answer 20

to check carried azimuth an astronomical

Question 21

observations shall be made at every

Question 22

To an agreement by himself

Question 23

In case of disputed ownership/conflicting claims

Answer 23

the Chief of

Question 24

Survey party shall bring the claimants

Question 25

Cadastral map

Question 26

It is a map showing extents

Answer 26

ownership

Question 27

15 seconds of arc

Question 28

In astronomical observation for azimuth in tertiary control

Question 29

the probable error (P.E.) of the arithmetic mean of two sets in a series

Question 30

of observations shall not exceed

Question 31

Contour interpolation

Question 32

It is the process of spacing the contour lines proportionally

Question 33

between points of known elevation

Question 34

One hundred meters

Question 35

Location monuments shall be established by pair

Answer 35

and the

Question 36

distance between a pair of monuments shall not be less than

Question 37

Location monuments

Question 38

In cadastral or public land subdivision surveys all tie lines

Question 39

shall be computed from the nearest

Question 40

Is weaker

Question 41

in terms of herdar est on the guy cape cali

Answer 41

a guaria aly

Question 42

of R

Answer 42

the figure

Question 43

South parallel and West meridian

Question 44

The adjoining cadastral map number on the Southwest of

Question 45

The correction to be applied to the latitude/departure of the

Question 46

line as the total error in latitude/departure is to the absolute sum of all

Question 47

latitudes/departures in method of adjustment by

Question 48

6 corners

Question 49

In cases of nearby reference points not existing

Answer 49

tracts to be

Question 50

surveyed may be tied previously approved patented/decreed survey

Question 51

provided a common point can be established from at least

Question 52

Non-payment of surveys fees by the claimant

Question 53

Isolated surveys should be submitted on or before the stated

Question 54

period in the survey authority or order. However

Answer 54

survey returns

Question 55

submitted after the due date may be accented with valid reasons except

Question 56

A series of two sets

Question 57

For tertiary control in isolated land surveys

Answer 57

astronomical

Question 58

azimuth shall be determined by astronomical observation of at least

Question 59

Azimuth error of closure

Question 60

Before the latitude and departure shall be computed in a

Question 61

tertiary traverse

Answer 61

distribution be first undertaken on the

Question 62

10 centimeters

Question 63

In cases that side shots in agricultural exceeded the required

Question 64

length of a shots from another station as a check and difference shall be

Question 65

within

Question 66

1:5000

Question 67

In tertiary control triangulation

Answer 67

the check on base not to

Question 68

exceed

Question 69

500 meters

Question 70

In executing closed circuit traverse

Answer 70

in isolated survey

Question 71

traverse line shall exceed

Question 72

Philadelphia rod

Question 73

A rod commonly used in levelling

Answer 73

and a target and self-

Question 74

reading rod

Answer 74

is called

Question 75

100 lots

Question 76

Lot data computation sheets are plainly marked with their

Question 77

respective lot numbers and bound in consecutive order in books not

Question 78

more than

Question 79

Mosaic

Question 80

It is an assemblage of separate photograph

Question 81

Accuracy

Question 82

In a degree of refinement in the performance of an operation

Question 83

or in the statement of result

Question 84

Grid azimuth

Question 85

The azimuth used in a cadastral project is known as

Question 86

Estero

Question 87

It is a bed or channel through which stagnant dirty or salty

Question 88

water flows under influence of tides

Question 89

Minimum

Question 90

Polaris is at lower culmination when the vertical angle is

Question 91

Perpendicular

Question 92

Contour line cross ridge lines

Question 93

1 km

Question 94

In secondary control triangulation

Answer 94

stations distance should

Question 95

not exceed

Question 96

Above the station

Question 97

In underground survey

Answer 97

the height of instrument is positive if

Question 98

the instrument is

Question 99

Stereoscope

Question 100

It is a mechanical device or devices used to facilitate seeing

Question 101

as in three dimensions in photogrammetry

Question 102

Shaft

Question 103

A vertical or a nearly vertical opening into a mine

Question 104

1:1000

Question 105

The standard scale of fifteen (15) seconds Cadastral Map is