Section 22: Procedural conditions shall be observe before starting an operation receivers are set at the same logging interval (default is __ seconds)

Section 21: Instrument preparation prior to field work no mixing of different receiver types or even ____

Type of receivers Single frequency baseline length

minimum session length for the rapid/fast static mode no. of satellites is 5 up to 5kms - ___ , 5-10 kms - 25 mins

Section 9: Baseline Length conduct of survey shall start from an establish _____ control point and shall end at another prs 92 control point

geodetic control surveys shall be conducted in the prs92 using survey grade ____

shall be fixed in a position on the surface of the earth by monuments of permanent nature.

minimum session length for the rapid/fast static mode number of satellites 4, up to 5 kms - ___

minimum session length for the rapid/fast static mode no. of satellites is 6 or more up to 5kms - 10 mins , 5-10 kms - ____

Geodetic Control Monument 2nd order of accuracy above ground

Section 22: Procedural conditions shall be observed before starting of operation maximum pdop ___ and is less than ___ for shorter observation (rapid static)

______ measurements shall be included if NAMRIA has no available data for the area

Section 22: Procedural conditions shall be observe before starting an operation pivot sites shall be the station that are common to ___ or more stations

minimum session length for the rapid/fast static mode no. of satellites is ___ up to 5kms - 10 mins , 5-10 kms - 20 mins

Section 22: Procedural conditions shall be observe before starting an operation a. form a session and shall be linked thru _____

major blunders or mistake of gnss observation is to _______ the antenna height

Geodetic Control Monument first order of accuracy bottom cross section

for general supervision, coordination activities, administrative

Geodetic Control Monument 3rd order of accuracy above ground

observation begin after verifying if the instrument is logging data when the unit is turned ____

3 components of field operations

Section 7: Notification Survey shall be notified in writing before the conduct of the survey

Geodetic Control Monument 4th order of accuracy bottom cross section

Section 24: minimum of 4 satellites static mode single frequency with baseline length 5-10 what is the minimum observation time

estimated duration of the project is expressed in number of ____ as per component

namria topographic map shall be plotted on appropriate _____

Section 21: Instrument preparation prior to field work _____ are the same for all type of receivers

shall be fabricated with reinforced steel bar (10mm diameter for vertical bars and 8mm diameter for ties)

the minimum session length for both modes of observation static and rapid/fast static shall be the minimum period of ______

in section 3 geodetic control survey shall be c. survey order shall be issued by ____

Section 5: Geodetic Control Workplan is forwarded to _____ for approval and the approved work shall be part of the _______.

baseline length for secondary geodetic network 3rd order

______ observations shall be considered

Section 24: minimum of 4 satellites static mode single and dual frequency what is the number of sessions

in section 3 geodetic control survey shall be b. person authorized to conduct is a qualified ____

Geodetic Control Monument 2nd order of accuracy top cross section

numbering of control points shall be _ to ____ for NAMRIA

Geodetic Control Monument 2nd order of accuracy bottom cross section

minimum session length for the rapid/fast static mode no. of satellites is 6 or more up to 5kms - ____ , 5-10 kms - 20 mins

Section 24: minimum of 4 satellites static mode dual frequency with baseline length 30-50 what minimum observation time

Geodetic Control Monument 3rd order of accuracy top cross section

Section 24: minimum of 4 satellites static mode single frequency with baseline length 0-5 with minimum observation time 1hr and 2 number of sessions. what is the interval between sessions

in the network design, the ff shall be considered

antenna shall be oriented to the ____

Geodetic Control Monument 4th order of accuracy above ground

Geodetic Control Monument first, 2nd 3rd order of accuracy length

shall be conducted in the prs92 using survey grade gnss receivers

Geodetic Control Monument 2nd order of accuracy below ground

Section 18: the control point shall be identified by its complete geographic position which shall be expressed in

Type of receivers Dual frequency mode of positioning

network design preparation

Section 24: minimum of 4 satellites static mode dual frequency with baseline length 50-150 what minimum observation time

mistakes in ______ measurements shall be taken before and after observations

Receiver properly connected to the power source. ______ in the power source will affect the entire observation

minimum session length for the rapid/fast static mode no. of satellites is 4 up to 5kms - 20 mins, 5-10 kms - ___

Section 24: minimum of 4 satellites static mode dual frequency with baseline length 20-30 what minimum observation time

estimated number of _____ shall be shown be shown on the project site map

control surveys are classified into two

Section 5: Geodetic Control Work Plan is composed of ______, ________

for data research, computations, cartographic and other relative activities man power shall include

activity costing and the bill of materials both for the office and field operations

Section 23: Prescribed activities in the conduct of Gnss a. gnss receiver unit shall be set up on the survey mark/monument over the center which is usually a ______

baseline length for secondary geodetic network 4th order

form of geodetic control monument

Geodetic Control Monument 3rd order of accuracy bottom cross section

shall be composed of recovered/new control points and serves as guide in the conduct of actual ground survey

Geodetic Control Monument 4th order of accuracy top cross section

Section 21: Instrument preparation prior to field work always have spare of ____

Section 22: Procedural conditions shall be observed before starting of operation survey mode shall be the same (if one is static mode others should be in ______

Section 24: minimum of 4 satellites static mode single frequency with baseline length 0-5 what is the minimum observation time

Geodetic Control Monument first order of accuracy below ground

Section 12: Preparation of the map of the project site

Geodetic Control Monument 4th order of accuracy length

Type of receivers Dual frequency baseline length

shall be used as base map for the geodetic network design

Type of receivers Single frequency mode of positioning

conrete mixture

complement for the project and their corresponding allocation in the different phases of work

shall be conducted to strengthen weak geometric figures

at least ___ members of the team assigned to measure antenna height

minimum session length for the rapid/fast static mode up to 5 kms - 20 mins what is the number of satellite

minimum session length for the rapid/fast static mode no. of satellites is ___ up to 5kms - 15 mins, 5-10 kms - 25 mins

Section 21: Instrument preparation prior to field work ensure that the memory device of the receiver has an ample _____

Section 24: minimum of 4 satellites static mode dual frequency with baseline length 10-20 what is the minimum observation time

Section 10: Designing Network of Controls ________ of stations are not necessary

in section 3 geodetic control survey shall be a. project area recommendation by ____

Section 22: Procedural conditions shall be observe before starting an operation receivers shall have the same mask and is set at the same _____

Geodetic Control Monument first order of accuracy top cross section

Geodetic Control Monument first order of accuracy above ground

baseline length for the primary geodetic network nominal space (first order)

antenna height shall be measured to the nearest ______

Section 24: minimum of 4 satellites static mode single and dual frequency what is the interval between sessions

minimum number of receivers per survey team

for reconnaissance, monument setting, observations

man power compliments

Geodetic Control Monument 3rd order of accuracy below ground

Geodetic Control Monument 4th order of accuracy below ground