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Isolated Surveys
_______ shall be comprised of all classes of surveys of isolated parcels of land used for agricultural, residential, commercial, resettlement, or other purposes covering areas not more than 1,500 hectares
GNSS Observation
(Gss/Ts)
Determination of position of the lot's boundary from an established reference point shall be conducted using
If area is at least 1,500 hectares:
ETS;
have the option to use GNSS receivers.
(Gss/Ts)
Determination of position of the lot's boundary from an established reference point shall be conducted using
If area is below 1,500 hectares:
500 meters;
100 meters
(Isolated Survey Accuracy)
length of side shots from the traverse station to the lot corners shall not exceed ______ when using ETS or EDM and _______ when using steel tapes
Tie Line
shall be a straight line with known bearing and distance expressed in degrees, minutes and seconds computed based on the position of corner 1 of the lot from an established reference monument
DENR official
The survey of public land shall be conducted upon issuance of survey authority or survey order from the concerned
twenty (20) meters
Buffer zone of at least _______ shall be maintained along the edge of the reclaimed land between the waterline and the sub-lots
Foreshore lands
_________ shall be surveyed upon determination of the average highest and lowest level of the sea water in the area based on the published tide table from NAMRIA.
Private Land Surveys
shall either be a simple or complex subdivision survey pursuant to BP 220 and PD 957
isolated survey
Survey of National Government lands shall be treated as
Conversion Surveys
Survey for the purpose of transforming/converting individual lots covered by approved graphical cadastral survey, cadastral mapping (Cadm), and photocadastral mapping (PCadm)
Regional Technical Director
The ________ for Lands may issue order to conduct a verification survey whenever any approved survey is reported to be erroneous, or when titled lands are reported to overlap or where occupancy is reported to encroach another property
Isolated Surveys
Under _______ are:
a.) Public Land Subdivision
b.) Group Settlement Survey/ Townsite Subdivision Survey
c.) Survey of Public Lands
d.) Amendment Surveys
e.) Private Land Surveys
f.) Government Land Surveys Article
g.) Conversion Surveys
h.) Other Land Surveys
i.) Mineral Land Surveys
j.) Forestlands and National Parks/Protected Areas k.) Delimitation Survey
DENR-LMS Regional Office;
Verification Surveys (Vs)
All survey work undertaken for verification purposes shall be subject of verification and approval in the concerned and shall be designated as _________
above
The original survey symbol and number of the lot shall be stated immediately ________ the Vs survey symbol and number. This shall apply to verification surveys of isolated surveys and cadastral lots.
astronomical observation
In order to determine the original position of corner 1 and other selected corners of an old survey not approved in the system of PRS92, an _____________ shall be conducted
Almanac
To determine the time of astronomical observations previously conducted over the old point. This verification with the aid of ________, shall also determine what celestial bodies were observed during the astronomical observation.
sun (solar observation);
star (stellar observation)
Astronomical observation shall be made on either the __________ or the _________, as the geodetic engineer may prefer
stellar
Old azimuth between BLLM Nos. 1 to 2 shall be checked through _______ observation
index error, refraction and parallax
All observed altitude of the sun shall be corrected for _______, _________ and ________ in the order given
index error
refraction
Only correction _________ for _______ and shall be applied to observed altitude of the star.
lower or upper limb
vertical angle observed
The altitude of the sun's center shall be determined by observing its ____ or ____ and correcting the __________
Add; lower limb
subtract; upper limb
______ its angular semi-diameter when observing ______ or ______ its angular semi-diameter when observing ______
direct;
reversed;
direct
Center the sun's disc in the solar circle or square which shall be taken first with the telescope _______, then twice with the telescope _______ and finally with the telescope ______
local apparent time;
mean time;
standard time
To compute the standard time during solar observation
Observing for _______, converting it into _____ and finally reducing to ______.
direct; reversed
The index error of the vertical circle shall be determined by _____ and _____ sighting at a fixed point
ten; ten
The average of at least _____ direct and ____ reversed readings on as many points of different elevations shall be used for determining the index error.
index error
The observed vertical angles shall be corrected by the amount of the _______
index correction
The value of the _______ shall be entered with the data for each solar observation.
twenty degrees
Observation shall be taken when the altitude is not less than _______
thirty seconds of arc
If the direct and reversed readings of the vertical angles to a point after correcting for index error, differ by more than _________ , the instrument shall be tested and adjusted accordingly.
prime vertical
Observations on celestial bodies shall be made when the observed body is on the _____
meridian
If this is not possible, observations can be made along the _______ but this should not be done over BLLM Nos. 1 and 2.
one hundred twentieth degree (120º)
The official or standard time to be used in astronomical observation shall be the mean time corresponding to the _______ meridian east of Greenwich.
altitude observation
Local mean time shall be determined by _______ on the sun or stars at the moment of meridian passage or at any hour angle
chronometers
Geodetic engineers shall use accurate watches or __________ for astronomical observations.
local apparent time
The time obtained by observations on the sun is _______ which shall be transformed into local mean time
Equation of Time
_________ = Apparent Time - Local Mean Time
local sidereal time
Time obtained by observation on the star is _______ which shall be transformed into local mean time
two
At least _____ complete sets of observations shall be made
latitude
Observation for _______ shall be made whenever the latitude of the station occupied is not known from previous observations or from connection to a station or point of reference of known latitude
Longitude
The _______ shall be determined by means of closed circuit or loop traverse starting from reference points of known geographic positions
eight (8)
Observations on the sun shall consist of a series of not less than _______ altitude observations alternately with the transit or theodolite in the direct and the reversed positions.
before the time; after the time
Half of the series shall be made ______ of the meridian passage and the other half _____ of meridian passage
polaris at culmination
When more accurate result is desired, the latitude shall be determined by observation of _______
Elevation
The _______ may be determined by lines of levels starting from bench marks of known elevation, by trigonometric leveling, spirit leveling or by means of barometer/altimeter
south as zero direction; clock wise of the quadrants
The azimuths of all lines of survey lines shall be reckoned from the _________ following _______
twenty (20) percent or less
Segregation survey (Sgs) are surveys for the purpose of segregating _________ of the area of previously surveyed large tract of public land.
dash lines
(Sgs)
The portion of the mother lot which can be shown on the isolated survey plan shall be plotted in ______
highest; original
Segregated lot shall be assigned the ______ cadastral lot number while the remaining portion thereof shall retain the _________ cadastral lot number
Relocation Survey
The relocation of corners or re-setting of boundary lines of approved surveys using the bearings, distances, and the area
Resurvey (Rs)
Survey made on approved survey under the following circumstances:
1.) For purposes of inscribing the technical description on the title of a tract of land and whose technical description is no longer available in the Lands Management Bureau/Land Management Services or the Land Registration Authority.
2.) For purposes of transforming the previously titled lot covered by magnetic survey into numerical survey.
3.) For purposes of establishing the technical description of approved survey which is missing as certified by LMB and LMS office concerned
BLLM No. 1
The elevation of all primary and secondary control station and of the political boundary monuments shall be determined by leveling starting from and closing at the _____ of the municipality or project
Special Surveys
Surveys for geographic and scientific investigations, experiments and all other surveys. This shall be designated as "Special Work Order" (Swo) which cannot be a subject of titling and must be clearly stated on the plan.
mineral land survey
The conduct of ________ shall be in accordance with the procedures and standards set by the Mines and Geosciences Bureau
Forestlands and National Parks/Protected Areas Delimitation Survey
The conduct of the survey shall only proceed after the enactment of the corresponding law by Congress adopting the final report of the Regional Assessment and Delineation Team (RADT) as a result of their assessment/delineation of forestland boundary
two (2)
The Survey Party tasked to conduct the survey shall be composed of Geodetic Engineers of the Field Network Survey Party (LMS), at least ______ members of the RADT (FMS) and a representative of NAMRIA.
Forestland, National Parks, Agricultural Land Boundary Map
(FNPABM)
Regional Assessment and Delineation Team
(RADT)
4th Order
The FNPABM shall serve as a reference to the Survey Party in the conduct of delimitation survey of Forest Boundary lines. The survey shall be at least in the ______ Accuracy