11 Flashcards
(113 cards)
1
Q
1:01 PM Sat May 31
A
2
Q
GE Reviewer
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3
Q
..•
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4
Q
22% •
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5
Q
Openin Word U Q =i @ Done
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6
Q
10 centimeters diameter and 50 centimeters in length
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7
Q
The secondary control station shall be defined by concrete
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8
Q
monuments of not less than
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9
Q
Height of instrument
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10
Q
Is the vertical distance from the station occupied to the
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11
Q
horizontal axis of the transit in mine survey
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12
Q
35 stations
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13
Q
Number of stations between azimuth checks in secondary
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14
Q
control traverse by astronomical observation
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not to exceed
15
Q
Rear chainman
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16
Q
In a primary control
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horizontal distance measured shall be
17
Q
read and recorded
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18
Q
A rod reading on a point with known elevation
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19
Q
Back sight in levelling is
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20
Q
Topographic surveys are conducted for
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21
Q
Determining the shape of the surface of the ground and the
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22
Q
location of natural and artificial features on it
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23
Q
South parallel and west meridian
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24
Q
the adjoining Cadastral Map number on the West of a certain
A
25
Cadastral Map is the latitude and longitude minus one minute of the
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point of intersection the quadrangles of its extremes of
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Marginal lines of 50 x 50 centimeters
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Project control map shall be prepared at any appropriate scale
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that will allow the plotting of entire municipality in a drafting film with
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Relocation survey
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Geodetic engineers who are commissioned by the
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owner/developers on a property to be developed into housing
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subdivision project
he shall first conduct in the area
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360°-observe horizontal angle-bearing of start+ 180°
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Polaris observation of Western Elongation
when the mark is
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on the right of star
the true azimuth station to mark equals
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A separate lot
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When a claimant insist upon her rights to be taken by a right-
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of-way the be surveyed with the other portion of the claim as
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Special Work Order Survey
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manual for land surveys and cannot be subject of titling
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50 meters
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Side shots length using steel tape for residential lot corners
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from control station shall not exceed
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Ridge line
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In topography
it is a line dividing the water sheds
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one side water will flow in one direction
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Regional Technical Director for lands
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Advance surveys shall be made only after a written authority
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is issued
upon recommendation of the
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Be surveyed a cadastral lot
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During the cadastral survey
foreshore lands shall
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Number of 15" units
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In secondary control traverse
the azimuth error of closure
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divided by 15
the quotient represents the
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Lower clamp screw
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After taking a back sight on the rod held at the station then a
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foresight be taken at the forward station by loosening the
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From one to the last number of the project
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When a cadastral project comprises only portion of a city or
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municipality
the numbering shall begin consecutively
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Numerical sketch and survey record
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After the completion of the sketch and survey
name of
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geodetic engineer and claimant or representative who appeared with
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signature
date of survey and appearance
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the
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North parallel and East meridian
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The adjoining Cadastral Map number on the Northeast of a
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certain Cadastral Map in the latitude and longitude of the point of
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intersection in the quadrangles of its extremes of
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10 centimeters
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in residential areas
the position of the corner of the earlier
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survey shall be adopted
when the position of corner of old survey and
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the new survey as determined differ by not more than
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180°-observed horizontal angle-bearing of star
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Polaris observation at Western Elongation
when mark is to
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the left of star
the true azimuth station to mark equals
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Four months
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Isolated surveys within the cadastral project must be
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submitted to the Land Management Sector for verification through the
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Chief of Cadastral project within
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360°-A-(observe horizontal angle)
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In morning observation when the mark observed is on the
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Northeast and on the left side of the sun
the true azimuth of the line
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(station occupied to mark)
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The project control has been approved
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Advance survey is allowed in on-going cadastral project
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based on sufficient urgent needs of claimant
provided that at least
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5 meters or more in width
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Stream
shall be excluded from the boundaries of the
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property undergoing survey
having natural bed or channels
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Relative error
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The square root of sum of the error in latitude squared and
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error in departure squared divided by the perimeter is the
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Helical path
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During the half of the year
the sun is above the celestial
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equator and the other the sun is below the celestial equator in its
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eastward motion following its apparent path know
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Relative error closure
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the ravense salate impures
botore leaving he place of survey
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District Engineer of DPWH
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sent to th Before provincial roads are monumented a notice shall
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Angular error of closure
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In primary control measurements by repetition the difference
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in the starting back azimuth and the closing back azimuth of the initial
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line is
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Maximum allowable angular error of closure
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multipied by shir serine umber of tertiary control traverse station
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Observed horizontal angle
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In stellar observation
the angular distance from mark to the
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star is
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Need not be accounted
113
primeters
