問題一覧
1
All original surveys of lands of the public domain classified as alienable or disposable
Public Land Survey
2
Modes of Disposition of Public Land
By homestead settlement, By sale, By lease, By confirmation of imperfect or incomplete title
3
original surveys of lands claimed or owned by individuals, partnerships, corporations, or any other form of organization, undertaken for use in land registration proceedings
Private Land Survey
4
All surveys converting graphical cadastral lots into numerical cadastral lots, computed and plotted in the system of the cadastral project
Conversion Survey
5
All original surveys of lands administered by or belonging to the National Government or any of its branches
Government Land Survey
6
Different Kinds of Isolated Survey
Public, Private, Government, Conversion
7
shall be conducted in the PRS92 system and must follow the accuracy requirement
GSS and TS
8
____ observation if area is at least 1500 ha
GNSS
9
_______ for Traverse, Triangulation and Trilateration w area less than 1500 ha
Electronic Total Station Observation
10
GE shall undertake GSS or TS with the issuance of ___
Survey Authority
11
shall be done with accordance to the requirement of tertiary control
Isolated Survey Accuracy
12
shall be adequately connected to existing surveys, or the position of the survey shall be determined by a method that will enable the survey to be shown in relation to existing surveys taking into consideration the accuracy appropriate to the circumstances
Connection of Survey
13
When a previous survey and the survey in progress overlap or adjoin each other, a ________ shall be selected from among the corners which have been located.
Common Point
14
straight line with known bearing and distance expressed in degrees, minutes degrees, minutes and seconds computed based on the position of corner 1 of the
Tie Line
15
Vertical and Horizontal center lines of plane coordinates divisible by Ive shall be accurately drawn on the original plan and inked in red
Coordinate Line
16
shall be used for administrative or judicial registration purposes shall be drawn on the LMB prescribed format
Plan for Isolated Survey
17
used in plotting survey shall depend on the difference in the northing of the extreme north and south corner or in the easting of the extreme east and west of the lots, whichever is bigger.
Scale
18
shall be conducted to determine if the survey returns are complete as per List of Transmittal
Preliminary Evaluation
19
shall be conducted in order to determine accuracy, analyze error in observation, and detect mistakes
Technical Evaluation
20
shall be conducted to cross check the survey work using independent measurements
Field Checking
21
Data Analysis to be performed
Data gaps, Cycle slip, Multipath, Signal to Noise Ratio
22
Minimum Observation
3, 2, 2
23
Recommended Observation
4, 3, 2
24
Baseline Length, Minimum Hour Observation, Session, Interval Between Session for Single Frequency
0-5,1,2,30, 5-10,2,2,30
25
Dual Frequency
10-20,1.5,2,30, 20-30,2,2,30, 30-50,3,2,30, 50-100,4,2,30