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Lesson 4

Lesson 4
25問 • 11ヶ月前
  • ユーザ名非公開
  • 通報

    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

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    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