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DAO/DMC VECTORS > DAO/DMC > Flashcards

DAO/DMC Flashcards

1
Q

Acts of the President which relate to particular aspect of governmental operations in pursuance of his duties as administrative head shall be promulgated here.

A

Administrative Order

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2
Q

President on matters relating to internal administration, which the President desires to bring to the attention of all or some of the departments, agencies, bureaus or offices of the Government, for information or compliance, shall be embodied here.

A

Memorandum Circular

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3
Q

Also known as Revised Regulations on Land Surveys

A

DAO No. 2007-29

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4
Q

It is the policy of the state to accelerate the adjudication and
disposition of lands of the public domain for the purpose of achieving tenurial security, land ownership
equity, improvement of standard of living and stimulation of land market activities in consonance with the
principles of sustainable development.

A

Article 1 -General Provisions
Section 1. Policy and Objectives

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5
Q

Toward these ends, the DENR shall pursue as a priority, the unification, synchronization and
regulation of all surveys on, but not limited to, agricultural lands, mineral lands, forestlands, protected
areas, civil and military reservations, road networks and lands for other purposes and expedite the
conduct, verification and approval of surveys thereon.

A

a. In line with these policies and objectives, there is a need to progressively review and update the
country’s land survey regulations and streamline the survey procedures, simplify its requirements,
and introduce provisions on business process reengineering; and,
b. It is also the objective of DENR to pro-actively enable all individuals concerned to keep abreast
with the dynamic advancement of surveying practices and technologies and enhance their
capability, effectiveness and the efficiency in the conduct of land survey for registration,
development, and for other purposes.

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6
Q

‘This Order shall cover the policies ant1 standards on land survey and
mapping activities. Surveys covered include control surveys, cadastral surveys, isolated surveys, mineral
land surveys, forest and protected areastnatural parks delimitation surveys. tlowever, survey regulations
and specifications governing forest delineation, hydrographic surveys, tidal observations, remote sensing
and other allied field not covered by this Order shall be provided in separate issuanc

A

Section 2. Scope and Coverage

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7
Q

Shall refer to a map made as ;I result of a Cadastral Survey, drawn to
appropriate scale and showing all land parcels and important natural and man-made features
within a municipality/project, for purposes of describing and recording ownership.

A

Cadastral Map (CM)

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8
Q

Shall refer to a set of records about parcels of land consisting of a spatial reference and
the related information on the area, ownership/claims, value and use of land primarily for taxation
purposes.

A

Cadastre

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9
Q

Shall refer to the establishment of the permanent forestland and protected
area boundaries by conducting actual ground survey

A

Delimitation Survey

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10
Q

Shall refer to a natural person with professional expertise in the field of
surveying and the corresponding survey data presentation in the form of maps, plans, geo-spatial
digital maps, etc.; either in the government service or in the private practice, and who has been
issued a Certificate of Registration and Identification Card by the Professional Regulation
Commission (PRC)- Board of Geodetic Engineering pursuant to Republic Act 8560, the
Geodetic Engineering Act, as amended.

A

Geodetic Engineer (GE)

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11
Q

The standard generic term for satellite navigation
systems that provide autonomous geo-spatial positioning with global coverage.

A

Global Navigation Satellite System (GNSS)

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12
Q

Shall refer to the official recording of land ownership based on the legal
documents submitted to the Register of Deeds for the Province or City where the land is located.

A

Land Registration

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13
Q

Shall refer to the description of a land parcel with its boundary directions and
distances, together with a note of adjacent property owners, their lot numbers, and other relevant
natural and man-made features.

A

Metes and Bound

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14
Q

Shall refer to any concrete object that is set permanently in the ground to mark the
position of a point or a boundary corner.

A

Munument

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15
Q

Deeds and other documentary evidence of title or ownership to land

A

Muniments of Titles

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16
Q

Shall refer to a document recording the boundary adjudication
agreement by all concerned and participating claimants or owners, in collaboration with the
geodetic engineer, a Barangay official, and adjudicator, indicating and describing the boundaries
of a land parcel and any natural features, marks and occupations that are or near the boundary in
the manner prescribed in the Manual of Procedures.

A

Parcel Information Sheets (PIS)

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17
Q

Shall refer to properties owned by the State but are not intended for public
use, public service or for the development of national wealth.

A

Patrimonial Property

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18
Q

Shall refer to a map where all lots subject ibr verification and approval are
plotted to determine cases of overlaps with previously approved plans.

A

Projection map

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19
Q

Shall refer to the Philippine Reference System of 1992, a national common coordinate
reference system for all surveys and maps pursuant to Executive Order No. 45 dated January 5,
1993, as amended.

A

PRS92

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20
Q

Filling of sub,merged land duly approved by the Philippine Reclamation Authority

A

Reclamation Projects

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21
Q

Shall refer to a point appropriately marked on the ground with an established
horizontal and vertical position.

A

Reference Point

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22
Q

Shall refer to the Secretary of the Department of Environment and Natural Resources
(DENR).

A

Secretary

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23
Q

Shall refer to a two-dimensional map showing the metes and bounds of a surveyed
parcel or parcels of land and other pertinent information.

A

Survey Plan

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24
Q

Shall refer to the collective documents submitted by a Geodetic Engineer (GE) as a result of the survey conducted and other relevant documents as may be required.

A

Survey Returns

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25
Q

Shall refer to the number exclusively assigned to a land parcel in
reference to its physical spatial position on the L,and Information
Map (UPI = LIM Number + Parcel Number)

A

Unique Parcel Identifier (UPI)

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26
Q

shall refer to the’ survey conducted to determine the horizontal and vertical positions of points which will form
part of a geodetic network or project controls over annarea which will subsequently become the basis in determining the rectangular coordinates in an area.

A

Control Surveys

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27
Q

Shall refer to the surveys Conducted covering extensive areas which take into account the curvature and the geoid-spheroidal shape of the earth at sea level for the purpose of establishing basic network of reference points, covering the first and second order controls.

A

Geodetic Control Surveys

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28
Q

Shall refer to the surveys conducted to establish the positions of points of reference for projects with a limited geographic coverage such as a municipality, a large isolated tract
of land, a group settlement, a barangay or group of municipalities, covering primary control (third order),
secondary control (fourth order) and tertiary control.

A

Project Control Surveys

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29
Q

Shall refer to the survey made to determine the metes and bounds of all parcels within an entire municipality or city for land registration and other purposes.

A

Cadastral Surveys

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30
Q

Shall refer to a cadastral Survey
wherein the bearings and distances of the individual lots are determined from the computations based on the
actual ground survey.

A

Numerical Cadastre

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31
Q

Shall refer to a cadastral survey
wherein the bearings and distances of the individual lots are determined using transit and stadia, scaling from photo map, and other graphical methods.

A

Graphical Cadastre

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32
Q

Shall refer to the subdivision of A&D lands covering an area of more than 1,500nhectares.

A

Public Land Subdivision

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33
Q

Shall be comprised of all classes of surveys of isolated
parcels of land used for agricultural, residential,
commercial,. resettlement, or other purposes covering
areas nọt more than 1500-hectares.

A

Isolated Surveys

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34
Q

Types of Cadastral Surveys

A

a. Numerical Cadastre
b. Graphical Cadastre
c. Public Land Subdivision

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35
Q

Classification of Isolated Surveys

A

a. Group Settlement/ Townsite Subdivision Surveys
b. Public Land Surveys
c. Amendment Surveys
d. Private Land Surveys
e. Government Land Surveys
i. Friar Land Estate Surveys
ii. National Government Land Surveys
iii. Local Government Units (LGU) Land Surveys
f. Conversion Surveys
g. Other Land Surveys

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36
Q

Shall refer to the subdivision of A and D lands of not more than
1,500 hectares into 50 parcels or more.

A

Group Settlement/Townsite Subdivision Surveys

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37
Q

Shall refer to all original surveys
Covering A and D lands which has not been subjected to private rights nor devoted to public use pursuant to the
provisions of public land laws.

A

Public Land Surveys

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38
Q

Shall refer to the surveys covering
untitled/undecreed properties by changing the number of Iots thereof without affecting the original technical
description of the boundary.

A

Amendment Surveys

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39
Q

shall refer to the surveys covering
lands claimed or owned by an individual, a partnership, a
corporation, or any other form of organization, underta ken
for purposes of original or subsequent land registration.

A

Private Land Surveys

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40
Q

Shall refer to the surveys of
parcels of lands administered by or belonging to the National Government or any of its branches and instrumentalities.

A

Government Land Surveys

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41
Q

Shall refer to the surveys on the lands purchased by thebgovernment from the Religious Orders and private corporations from 1904 to
1913, for distribution to actual occupants and bonafide
settlers pursuant to Act 1120, otherwise known as the “Friar Lands Act”.

A

Friar Land Estate Surveys

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42
Q

Shall refer to the
surveys of all patrimonial properties owned by the
government not intended for public use

A

National Government Land Surveys

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43
Q

Shall refer to the surveys on the lands acquired by the provincial,
city/municipal, or barangay government pursuant to the
Republic Act 7160, otherwise known as the “Local Government Code of 1991”, and other pertinent laws which
are not needed for public purposes.

A

Local Government Units (LGU) Land Surveys

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44
Q

Shall refer to the surveys conducted
for the purpose of transformation/coverting the lots
covered by approved graphical cadastral surveys, cadastral
mapping (Cadm) and photocadstral mapping (Pcadm), into
numerical or regular cadastral lots, with computation and
plotting in the system of the cadastral project.

A

Conversion Surveys

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45
Q

Shall refer to the surveys made for
the purposes of determining the metes and bounds of
parcels not included in the enumeration above and intended
for a specific purpose.

A

Other Land Surveys

46
Q

Shall refer to surveys of mining claims, quarry applications,
sand and gravel applications, and other mineral lands within
private or public lands, executed for mineral agreements, permits, licenses or for other purposes pursuant to thebprovision of Republic Act No. 7942, otherwise known as “The Philippine Mining Act of 1995”.

A

Mineral Land Surveys

47
Q

Shall refer to surveys conducted by the Regional Composite
Survey Team (RCST) or qualified private Geodetic Engineers
in order to delimit on the ground the boundaries of
forestlands and I national parks/protected areas from the agricultural (A and D) lands as delineated pursuant to Sections 3 and 4, Article Xil of 1987 Constitution, PD 705, the “Revised Forestry Code of the Philippines” and Republic Act NO. 7586, otherwise known as the “National Integrated Protected Areas System Act of 1992”. It shall also include the subclassification and zonification of said areas.

A

Forestlands and National Parks/Protected Areas Delimitation Surveys

48
Q

Section 9. Persons Authorized
to Conduct Land Surveys
All Land Surveys and mapping activities under the scope and
coverage of this regulation intended for disposition, registration and other purposes shall be made only by a Geodetic Engineer pursuant to RA 8560, as amended

A

a. He/She be a holder of a valid Professional Regulation Commission (PRC) registration, PRC identification card, current professional tax receipt (PTR) and tax identification
number (TIN).
b. He/She shall be an active member of a PRC accredited
association of Geodetic Engineers pursuant to R.A. 8560, as
amended.
c. Geodetic Engineers in government service may execute surveys on government projects upon authority/order issued by a court or authorized official of the concerned
agency. Section a and b above shall also apply to them, except PTR. There shall be created a national data base of registered GE’s. The LMS shal submit a listing of practicing GE’s in their Region and the corresponding PRC Registration Number with the Date of Issuance, to the LMB who in turn shall validate the data thereof with the PRC-Board of Geodetic Engineering. Upon validation, the LMB shall update the GE’s National Database and furnish all the LMS Regional Offices with the Official Listing for their reference. )

49
Q

Section 10. Geodetic Engineer’s (GE) Dry Seal.

A
50
Q

Section 11. GE Index Cards.

A
51
Q

Section 12. Corporate Practice

A
52
Q

Section 13. Blacklisting of Geodetic Engineering Practitioners

A
53
Q

Section 14. Utilization of New Methods and Technology

A
54
Q

The GE shall first secure a _____ or ______
before conducting surveys of lands of the public domain.

A

a. Survey Order (SO)
b. Survey Authority (SA)

55
Q

Shall refer to the instruction issued by the concerned DENR Official to a government GE
private GE to conduct survey over a
or of land of the public domain or
survey project fora specific purpose.

A

Survey Order (SO)

56
Q

Shall refer to the permit issued
by the concerned DENR Official to a private Geodetic
Engineer to conduct isolated survey
lands for public land

A

Survey Authority (SA)

57
Q

DENR Officials who shall issue Survey Order and
Authority

A
  1. Secretary
  2. Director, LMB
  3. Admin, NAMRIA
58
Q

The following DENR officials shall issue SA/SO for the over public application purposes. parcel conduct of surveys of public and government land for land
registration and other purposes:

A

Secretary

59
Q
  • Parks and Protected Areas Delimitation Surveys, SO if area
    Covers 2 or more regions.
  • Delimitation Surveys for Watershed Reservation, SO if area
    covers 2 or more regions.
    -Political Boundary Surveys, SO if area involved boundary
    dispute between two (2) or more provinces belonging to
    different regions.
    -Isolated Land Surveys, SA if area covered by a special
    law/proclamation giving jurisdiction to the LMB.
A

Director, LMB

60
Q

Admin, NAMRIA

A

-Delimitation Survey on Land Classification, Survey Order
(SO)

61
Q

RTD(Regional Technical Director) for Lands, (Now ARD-TS,
Assistant Regional.Director for Technical Services)

A

-Political Boundary Survey, SO if the involved are the
barangays of same city or municipality
-Public Land Subdivision, SO
-Reclamation Project Surveys. SO if area is less than 100
hectares
-Townsite Reservation and Group Settlement Surveys, SO if
area is up to 1,500 hectares
-Isolated Land Surveys, SO if area is more than 12 hectares,
up to 100 hectares
-Survey of LGU Lands, SO if area is up to 100 hectares
-Foreshore Land Surveys, SA if area is 12 hectares up to 100
hectares

62
Q

Regional Director, MGB

A

-Mineral Land Surveys, SO

63
Q

RTD for Forestry

A

-Delimitation Survey for Watershed Reservation, SO if area
in the same region is less than 5,000 hectares

64
Q

RTD for PAWCZMS

A

-Parks and Protected Areas Delimitation Surveys, SO if area
is less than 5,000 hectares

65
Q

CENRO

A

-Isolated Land Surveys, SA if area is 12 hectares and below
-Foreshore Land Surveys, SA if area is 12 hectares and below

66
Q

Before an SA is granted, the following conditions are
required:
that the parcel subject of the request
shall:

A
  • Be within the A and D area.
  • Have no existing claims and conflicts.
  • Be outside any existing civil, military and/or any other kinds of reservations.

Not be the subject of a pending land registration case or any pending litigation.
Not be within any ongoing cadastral or public land subdivision project.
The report of investigation on the above conditions may also be used in the issuance of the corresponding patent, lease or any form of public land disposition.

67
Q

a. Survey Order- the following shall be required in the issuance of SO:

A

Clearance and/or endorsement from concerned agencies which has jurisdiction over the parcel involved.

Copy of court order, if the subject parcel of land is under litigation.

68
Q

Section 20.a. Validity Survey Authority

A

shall be valid for a period of 6 months from the time of its issuance up to submission of the Survey returns corresponding

69
Q

Section 20.b. Validity of Survey Order .

A

shall be valid within the period as stipulated thereon.

70
Q

Types of Survey Instruments

A

a. Conventional Surveying
b. Aerial Photogrammetric Instruments
C. GNSS Receivers
d. Smart Stations

71
Q

Section 22. Calibration and Registration of Surveying Instruments

A

All conventional survey instruments, GNSS receivers and smart stations shall be properly calibrated by
and registered to the LMB/LMS before it can be used for any kind of survey covered by this regulation. Surveys made with instruments without valid registration shall not be accepted for verification and approval.

71
Q

Shall be issued by the LMB after the calibration. A National Database on survey instruments shall be established and maintained/updated by the LMB.

A

Original Certificate of Instrument Registration (CIR)

Renewal of CIR may be issued by the LMS concerned after
the usual recalibration thereof. A copy of the renewed CIR
shall be furnished to the LMB for updating the National
Database on Surveying lnstruments.

C. A copy of the CIR shall be furnished the LMS at the start of
every year for indexing purposes.

72
Q

Validity of registration of
Steel tapes

A

two (2) years or up to three (3)
breaks, whichever comes earlier;

73
Q

Validity of registration for engineer’s transits and optical and electronic
theodolites

A

three (3) years;

74
Q

Validity of registration for EDM and ETS

A

two (2) years.

75
Q

Validity of registration for GNSS Receiver

A

two (2) years.

76
Q

Section 23. Position of Survey.

The complete horizontal position of reference
points shall be expressed in?

A
  • latitude and longitude
  • rectangular grid (northing and easting) coordinates, collectively known as the Geographic and Plane
    Coordinates (GPC).
  • In all cases, the coordinates of reference points shall be referred to PRS92.
77
Q

Datum

A
  1. Shall be the level surface, which is at every point perpendicular to the direction of the gravity.
  2. It shall be used as reference for the position on the earth’s surface (Horizontal Datum) and the elevation (Vertical Datum) of points.
78
Q

The data used in the country are?

A

a. Luzon 1911 Datum
b. PRS92 Datum

79
Q

Shall refer to the Triangulation
Station Balanacan located in Marinduque Province

A

Luzon 1911 Datum

80
Q

Shall refer to the modified Luzon 1911
Datum which was adopted as the datum for this.
Shall be the sole datum to be used in all surveys and mapping in the country.

A

PRS92 Datum

81
Q

Luzon 1911 Datum description:

A

Coordinates:
Latitude = N 13 deg. 33 min. 41.000
Longitude = E 121 deg. 52 min.

Spheroid: Clarke 1866

82
Q

PRS 92 Datum description:

A

Spheroid: Clarke 1866
Geoid-Spheroid Separation: 0.34 meters

Coordinates:
Latitude =N 13 deg. 33 min. 41.000 sec.
Longitude = E 121 deg. 52 min. 03.000 sec.

83
Q

Shall be the mathematical system of locating positions based on the standard datum and GPC.

A

Position of Survey

84
Q

Also known as the “floating” reference system wherein the surveys are referred to location monuments with no definite geodetic positions and no subsequent adjustmentbto the basic geodetic control network.
These reference points are established as the need arises, per survey project
(Public Land Subdivision, Group Settlement, Townsites, etc.) or per locality or municipality, wherein the relative position among the control points within the same system can be
determined.

A

Local Plane Coordinate System (LPCS)

85
Q

Also known as the Philippine Transverse Mercator (PTM), are transformed from geographic to grid
coordinates on the Luzon 1911 Datum, determined through astronomical observations.

A

Philippine Plane Coordinate System (PPCS)/ Luzon 1911

86
Q

PPCS-PTM was adopted
as the coordinate system in the Philippines pursuant to
Lands Circular No. 64, dated June 30, 1965 with the
following characteristics:

A

Spheroid : Clarke 1866

Projection:
Transverse Mercator, in of two degrees net width

Point of Origin: Intersection of the
Equator and the Central Meridian of each zone, with Northing of 0 meter and 500,000 meters

Scale factor at the Central Meridian: 0.99995

87
Q
  • shall be the plane coordinate system referred to the modified Luzon 1911 Datum known as PRS92.
  • It shall replace the PPCS/Luzon1911 and serve the standard coordinate system for all surveys in the country pursuant Executive Order No. 45, series of 1993, as amended
A

PPCS/PRS92 (Philippine Reference System of 1992

88
Q

Data Conversion, Transformation and
Integration to PRS92.

A
  • All existing survey records, maps and
    shall be transformed and integrated to PRS92
89
Q

Conversion of Graphical Cadastre to Numerical
Cadastre.

A
  • All approved graphical cadastre shall
    converted to numerical cadastre and
    PRS92.
90
Q

Section 28. Control Surveys.
-For the purpose of this Regulation and
Consistent with the adoption of new survey technologies,
the Control Survey Accuracy shall be as follows:

A

a. Geodetic Control
b. Project Control

91
Q

Project Control

A

1) As per accuracy, these are classified into Primary, Secondary, and Tertiary Control Surveys, the specifications of which shall be the following:
Standard of accuracy for traverse, triangulation and trilateration using transit and other conventional instruments is as follows:
2. The location monuments shall be connected by a control of secondary precision from previously established reference point provided that no lots shall have a distance of more than one (1) kilometer from the nearest
reference point.

92
Q

Section 29. Cadastral Surveys.
- The GE shall be guided by factors of efficiency and effectiveness in selecting the surveying methods and
equipment in order to attain the following accuracies:

A

a. The establishment of Controls and Political Boundary Survey (municipal) shall be in accordance with the 3rd order (Primary Control) accuracy requirement. The Barangay Boundary Survey shall be in 4th Order
(Secondary Control) accuracy
b. Lot Survey Accuracy. The standard accuracy
of traverse closure shall be in accordance with
Tertiary Control Surveys requirements.

93
Q

Section 30. Isolated Surveys.
- In conducting isolated land surveys, the GE shall be guided by the following:

A

a. Original, subdivision, consolidation or consolidation-subdivision isolated survey, shall be conducted using equipment and methods that will meet the tertiary control accuracy
b. When conducting Relocation/Verification Survey, the Allowable Position of Error shall not exceed ±10 centimeters. However, the allowable difference in the Area shall not exceed ±1 square meters for every 1 hectare.

94
Q

Survey of mineral lands, executed for
mineral agreement, or for other purposesnpursuant to the Mining Act ofnin the 4th Order (Secondary Control) accuracy.

A

Mineral Land Surveys

95
Q

-The survey control accuracy shall be in accordance with the area coverage under the project control surveys. The perimeter survey shall be undertaken in the same mannerbsurvey.

A

Section 32. Forestland and National I Park/Protected Areas
Delimitation Surveys

96
Q

Reference points, political boundaries and other tracts of lands shall be defined and marked on the ground by concrete monuments specified in the Manual of Procedure.

A

Section 33. Establishment of Reference Monuments

97
Q
A

a. The first and last corner of lots alongbphysiographic or natural features shall be monumented. Every prominent turn based on the highest tide line shall be considered as Corner.
b. The LMB/LMS shall establish at least one pair of standard location monuments to be designated as BLLM No. 1 and BLLM No. 2 in each city and municipality.
c. Whenever necessary, additional location monuments shall be established along the controls of projects so that no lot shall be one (1) kilometer away from a reference point.
d. The establishment and densification of the national geodetic network shall continue to be undertaken in accordance with EO 45 s. 1993.
DAO 1994-22, DAO 2005-13 and other pertinent
issuances.

98
Q

Section 34. Kinds of Reference Monuments Reference Monuments shall be any of the following:

A

A. Reference Monuments
1. Geodetic Control Monuments
2. Bureau of Lands Location Monuments (BLLM);
3. Bureau of Lands Boundary Monuments
(BLBM);
4. Political Boundary Monuments:
a) Provincial Boundary Monuments (PBM),
b) City Boundary Monuments (CBM),
c) Municipal Boundary Monuments
(MBM),
d) Barangay Boundary Monuments (BBM);
5) Triangulations Station established by:
a) Bureau of Lands/Land Management Services,
b) BCGS/NAMRIA,
c) United States Army Corps of Engineers,
d) US Coast and Geodetic Survey,
e) Other organizations, the work of which is of acknowledged standard
6. Primary stations of approved Cadastral Surveys;
7. Friar Lands reference Monuments (Mon) and Old Survey Monuments (0SM);
8. Church towers, historical monuments and other prominent permanent structures of known position;

99
Q

B. Lot Corner Monuments

A

1) Standard concrete monuments.
2) Concrete posts which are part of the fence when not less than ten centimeters in diameter, or metal pipes not less than two
centimeters in outside diameter.
3) Living edible fruit trees not less than fifteen 15 centimeters in diameter or trees belonging to the first group (as per Forestry Timber
4) Points of masonry or concrete walls.
5) Immovable or fixed hard rock or boulders with exposed surfaced of more than one meter in diameter.
6) Pegs either made of wood or steel, being of a composition that will resist destruction by fire, natural corrosion or decay with at least 50 millimeters square in cross-section for at least 100 millimeters from the top and not less than 400 millimeters in length.

100
Q

Section 35. National Database of Geographic and Plane
Coordinates (GPC) of all Land Survey Reference
Monuments -

A

The National Database of GPC of all Land Survey Reference Monuments belonging to the Third Order and below shall be managed by the LMB with copies furnished to the concerned LMS. Data of the newly established reference points in the LMS shall be furnished to the LMB for updating of the National Database. The database shall also have online access between the DENR, LMB, NAMRIA, and the LMS regional office for data sharing and efficient servicing of the public. Classification) with diameter from fifteen to fifty (15-50) centimeters.

101
Q

Section 36. Types of Maps
The following are the types of maps:

A

a. Base Map
b. Cadastral Map
c. Land Information Map (LIM)
d. Planimetric Map
e. Photo Map
f. Projection Map
g. Thematic Map
h. Topographic Map

102
Q

Shall be a map showing certain
fundamental information, used as a base upon which additional data of specialized nature are compiled.
The standard base maps of the Philippines shall be classified into regional, provincial, city, municipal and barangay boundary map.
For those with approved cadastre, the
base maps shall be Municipal Boundary and Index Map (MBIM), Barangay Boundary and Index Map (BBIM), and Cadastral Maps (CM).

A

Base Map

103
Q

Are those which shows all lots and
other details of the cadastral survey within the quadrant.

A

Cadastral Map

104
Q

A national standard spatial index map showing all land parcels covered by
Cadastral and Isolated Surveys over a specific map ared with their UPI. This is formerly referred to as the Cadastral
Information Map (CIM).

A

Land Information Map (LIM)

105
Q
  • shall be a map which chows the correct
    horizontal position of natural and man-made features.
A

Planimetric Map

106
Q

Shall be a continuous representation of the ground obtained by assembling together individual photographs taken from an aircraft, into a composite picture, scale and the effects of tilt are corrected.
If grid lines, contour lines, boundaries, place names, and marginal informations have been added or overprinted, it shall be known as Orthophoto Map.

A

Photo Map

107
Q

Shall be a map wherein submitted
surveys are plotted to detect the relative positions of Surveys conducted.

A

Projection Map

108
Q

Shall be a map which represents a
particular theme or subject, such as vegetation, forest
cover, soils, slope, etc.

A

Thematic Map

109
Q

Shall be a map which shows configuration on the earth’s surface called Relief, and natural features thereon that include physiographic features, bodies of water, vegetation, and man-made features such as roads and buildings.

A

Topographic Map

110
Q

Shall be prepared on a reproducible material of stable base as approved for official use by the LMB.
This map shall be submitted to the LMB/LMS together with the approved political boundary control map and computations. If computerized
print-out map, a digital copy of the said map shall also be submitted.
The political boundary map shall be
accordance with the Manual of
prepared in Procedures.

A

political boundary map (PBM)

111
Q

Cadastral Progress Map

A

The progress map based on the control survey of the project shall be made on reproducible materials of stable base as prescribed in the Manual of Procedures.

DAO/DMC VECTORS (1 decks)

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